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Report (2) 20P2 52cc-0012,9 44,2S5 -121-1,1 ,Av. OFFICE COPY 7650 S.W.Beveland St. TM1�IPPEY Tigard, Oregon 97223 1V1 iti r L i Phone: (503)443-3900 — CONSULTING ENGINEERS Fax: (503)443-3700 June 22,2020 Fought Steel RECEIVED Attention: Steve Fugate 14255 SW 72nd Ave. Tigard, OR 97214 JUL 2 2 2020 • CITY OF TIGARD Project: Fought Steel - Crane Upgrade BUILDING DIVISION Project Number: 20048 Steve: At your request, a representative of TM Rippey Consulting Engineers determined the structural feasibility of upgrading the existing cranes from 10-ton crane to 15-ton cranes in Bay 2 and Bay 3 to be operated from Grid 1 to Grid 26 of the Fought Steel facility. The purpose of this report is to outline any deficiencies in the existing crane and building structures that need to be address to upgrade the cranes. The existing building is a three bay single-story steel building. The original construction drawings that were available for our review were for Bay 3 only. The existing roof structure, lateral bracing, and columns were analyzed for the increased gravity and lateral loads. The existing column footings were analyzed for the increased gravity loads based on an allowable soils pressure of 4500 psf as provided by Carlson Testing. The existing crane runway beams and runway crane stops were analyzed. In Bay 2, the runway crane beam is a WF built-up beam with channel top plate. In Bay 3, the runway crane beam is a WF built-up beam with channel top plate and flat plate bottom plate. The crane rails and column corbels supporting the runway beams were also analyzed. Eight total crane box girders, including box members and end trucks, were analyzed — four located in Bay 3 and four located in Bay 2. In Bay 2 there are three (3) identical Whiting Tiger crane box girders and one (1) crane box girder that was down for maintenance. hi Bay 3, there are three (3) identical Shaw crane box girders and one (1) Seco crane box girder. The capacity of the existing crane wheels was not analyzed. See Appendix A: Basis of Evaluation for full information about evaluation criteria. Conclusions: • The (3) Whiting Tiger box girder and end trucks are adequate to support new crane load. • The crane box girder on ground and end trucks are adequate to support new crane loads. Fought Steel—Crane Upgrade Project Number: 20048 Page 2 • The(3) Shaw box girders and end trucks are adequate to support new crane loads. • The Seco box girder and end trucks are adequate to support new crane loads. • Existing 30-lb crane rails for the hoists are not adequate for increased loads. Crane rails will need to be replaced with 40-lb crane rail. • The crane runway beams in Bay 2 and Bay 3 are not adequate for the increased loads. Additional welding between the existing channel and WF of the runway beam is required for the first 6 ft of each end of each beam for the increased loads. See attached detail 2/S3.1 for weld requirements. • The end bay in Bay 2 with 25'-0"span is not adequate for the loads. A flat plate will need to be continuously welded to the bottom of the existing WF. • The end bay in Bay 3 with 25'-0" span is not adequate for loads. The welds between the existing WF and bottom plate will have to be increased so that the weld is continuous. • The existing lateral attachment of the runway beam to column is adequate in both bays. • The existing 60-1b crane rail on the runway beams in Bay 2 and Bay 3 is adequate for the increased loads. • The existing column corbels are not adequate for the increased loads and need web stiffeners added. See detail 3/S3.1 for web stiffener attachment details. • At multiple locations, the existing lateral bracing has been damaged or removed. All locations will need to be repaired or replaced. • The existing columns are adequate for the increased loads. • The analysis of the existing roof structure showed (8) members that are overstressed more than 150% and need to be reinforced at each roof truss. Detail 1/S3.1 attached identifies these members. • The existing column footings are adequate for the increased loads. Our office is currently preparing drawings for the reinforcements described above. If you have any questions or require additional information, please do not hesitate to call. Signed: Ralph Turnbaugh, PE O Appendix A: Basis of Evaluation Fought intends to replace (8) 10-ton hoist cranes—(4) in Bay 2 and (4) in Bay 3 -with new 15-ton hoist cranes in its facility in Tigard, Oregon. Currently, (4) double box girder bridges support 10-ton hoists in each bay. Additionally, (4) 10-ton cranes operate in Bay 1. The existing crane box girders and runways will be evaluated for use of the new 15-ton cranes operating simultaneously in both bays. Design Code • 2019 Oregon Structural Specialty Code Reference Standards • AISC 360 • ASCE 7-16 • CMAA 70 Existing Materials • Wide flange, plates, and channels are assumed A36 • Bolts 325N • Welds E70XX Crane Data (Based on information from Milwaukee Crane) Crane Load Summary-All Loads in Lbs. Bridge Hoist Hoist Loaded Max Wheel Wheel Crane Info Capacity Weight Weight + Bridge Crane Load Base Weight (no impact) 1) Whiting Tiger Cranes (x3) — Bay 2 30000 16850 4400 21250 51250 25950 13'-0" 2) Crane (down for maintenance)—Bay 2 30000 20700 4400 25100 55100 27920 13'-9" 3)Shaw-Box Cranes (x3) — Bay 3 30000 18210 4400 22610 52610 26730 11'-8" 4) Seco Crane-Bay 3 30000 17260 4400 21660 51660 26240 13'-21/2" Bridge Span=74'-8"both bays. Hoist weight information provided by Dylan, Milwaukee Crane Crane System • Evaluate existing crane configuration with new 15-ton crane (item #6) with loads as noted 1 above and placed in Bay 2 and Bay 3. Crane Service Class • Class D (Heavy Service, as defined by CM MA: "This service covers cranes which may be used in heavy machine shops,foundries,fabricating plants, steel warehouses, container yards, lumber mills, etc., and standard duty bucket and magnet operations where heavy duty production is required. In this type of service, loads approaching 50 percent of the rated capacity of the rated capacity will be handles constantly during the working period. High speeds are desirable for this type of service with 10 to 20 lifts per hour averaging 15 feet, not more than 65percent of the lifts at rated capacity.") Deflection Control Criteria • Vertical deflection limit = L/600 (due to max wheel loads w/out impact per CMAA) • Horizontal deflection limit = L/400 (due to side thrust) Impact forces • Lateral (side thrust): 20%of sum of rated capacity and trolley/hoist weight distributed equally between aisle runways. • Vertical: 10% of maximum wheel loads (sum of weight of bridge, and rated capacity of crane and weight of trolley positioned for maximum wheel load) • Tractive force: 10%of maximum wheel loads • Skewing force: Maximum wheel loads x skewing factor= 0.098 (per CMAA 70) • Collision force: force of (2) crane loads (weight of bridge) colliding at maximum speed (2.5 ft/s2) Member analysis • Check runway beams, columns, and corbels. • Check existing concrete foundation Load Combinations (Allowable stress check in ASD unless noted) ■ All loads shall consider dead load of(2) cranes each bay, positioned for maximum effect. • All load combinations will be performed in ASD unless noted. o LRFD load factors • 1.2 x dead load (Crane bridge is considered dead load) • 1.6 x snow load ■ 1.6 x lifted load, and crane hoist load • Load cases per CMAA 70 o 1: Operational load cases (includes stress check with reduced allowable stress for repetitive loads) 2 R Case 1-1: Dead load (2) Bay 2 cranes and (2) Bay 3 cranes, plus lifted loads (2) Bay 2 cranes plus vertical, lateral, and tractive impact loads of(2) Bay 2 cranes. o Case 1-1a: (deflection) Dead load (2) Bay 2 cranes and {2) Bay 3 cranes, plus lifted loads (2) Bay 2 cranes plus lateral, and tractive impact loads of(2) Bay 2 cranes. No VIF. ■ Case 1-2: Dead load (2) Bay 2 cranes and (2) Bay 3 cranes, plus lifted loads (2) Bay 2 cranes plus skewing impact loads of(1) Bay 2 cranes. ■ Case 1-3: Dead load of(2) Bay 2 cranes and (2) Bay 3 cranes plus lifted loads of(2) Bay 2 cranes plus collision impact loads. ■ Case 1-4: Dead load (2) Bay 2 cranes and (2) Bay 3 cranes, plus lifted loads of(2) Bay 2 and (2) Bay 3 cranes plus snow load (columns, roof trusses, column foundations). LRFD combinations use for analysis of column foundations. 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Eux VIEW • XOIE. -a;>•.s,rrENmns •••.NW Ns,cN COLUMN EBASE PLATE DETAIL S 3.1 ss, ,CANE.Il.,Ia N 93995 0048 TM7650 SW Beveland St R.IPPEY Suite 100 CONSULTING ENGINEERS Tigard, Oregon 97223 Phone: (503)443-3900 Fax: (503)443-3700 STRUCTURAL CALCULATIONS FOR FOUGHT STEEL CRANE UPGRADE TIGARD, OREGON TMR #20048 June 12,2020 PAGE BOX GIRDER CALCULATIONS GI—G24 RUNWAY BEAM CALCULATIONS B1 --B15 COLUMN CALCULATIONS CI —C18 ROOF FRAMING CALCULATIONS R1 —R50 5- UMic F�FiftG` i , 1 ! r f• '.. mat 2 c -TiCer, C r1 Y uYtanY V ','Kf a" �i �`� C't ir�-r (Y.2) V\akcs: C2)(),rig/15-)(`F-Q F%V O p ') r 1c .1 ply y/yr�o1K�`&% T„ Ize.,-k. —1'1?L2 y1,/ia)(y5 �t 0) �0.\,3 pl (tt �' tS du -) ' .atl ' 7,DO, IbS Trutt la _V1 _ , .,Ilk,,, kl.56(3, A. '' 0.SSURYv>_ 4_N1d \A1-(s @ cove., vo.e work �< y}„y, �l cd�Y won o��o�Y\ r hlu .- v-d c• 3S3"I 1 os _ • • D }� hd ttiAc k : Ito` X V)g/b. )( i) ` s ok-Q- o, 5lta' 411a) w0810-V = 5(0•2- p1� • • �rolle ,W �- ® 4 FO° lbs. Via-- _.�_ n1 T �, .y,=%.04.l0-,:)(1(8fig.,-1)�,s1 1bs +4t-Foc lsos/a _ °15 1 lbos, v\ser 10:?.,o0lbs. -Crio • Tyr, (c,e-1k. vi5..)=`t;1= \o7 OO t 1/3.c`t)te.21''-)( c,`) $.)9, 0 l bs. • • TM RLC PEY -.- BY Y,V DATE a.-1_ CONSULTING ENGINEERS CHK BY _.,DATE 7650 S.W. Beveland St, Suite 100 1OeNO `2.00`fe) Tigard, Oregon 97223 I Phone(503) 443-3900 SHEET Ell o` - G VCo .r c 4 to J�W m \ov-k < 2-ut, 0_K_ W2\a 4 Yt-YICr to`l < 0 'n \C hole V'cfi; pcangept 1,0ih� Zonama C..4a1A.c-i-f'I (WA k,Inr o>& r') [—MSC, Su-i°n ar Ylda fts M,A1s--Lay(3(0 tc$00(o.2b.1" a/ l•(o-1 1522 k• vl M p 2-4`t'Z(a k l» • .-1 o,‘no6e b\ k-\ n� L 1, 6 ._—I w. 1 tnor1(;oYn :L II t_ssqzto- (Z4,,ka�a (3to�uo�.r�7) 3.5Z�a S"� V '�2�10 0 ��/{.b.7 ^ \4(0 04 Kin, = \2\ V.4+ --> web buc..VA N%. 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Beveland St, Suite 100 JOB NO WOLI'43 Tigard, Oregon 97223 Phone(503) 443-3900 SHEET C74 _OF Project Title: Engineer: Project ID: Project Oescr: Printed: 3 APR 2020, 9:18AM Ge>teral Section property Cale lator , " rge i'2U2oProledslZ0V48 Faugre lest-CtaneUpgreCle.STRUC URALB,Rud12o048.00 . I� Y $oNxarecppyrlgh(ENFR4A�C,INC,1018,BuidU46.92.13 t Lie.f: KW-06002562 ^ ... . :> .. ., . ;:Licensee'_TM RIPPEY CONSULTING ENGINEERS? Description: Box Girder Bay 2 Whiting Tiger Crane Final:Section Properties, Total Area 41.25011142 lxx 14,750.7 In"4 Sxx:-Y 602.07 in^3 Calculated final C.G.distance from Datum: IYY 2,266.16 in"4 Sxx:+Y 602.07 ln^3 X cg Dist. 0.0 in Zxx 706.28 in"3 Syy:-X : 255.342 in 3 Y cg Dist. 0.0 in Zyy 284,438 in^3 SYY +X 255.342 in"3 Edge Distances from CG.: r xx 18.910 in +X 8.875 in +Y 24.50 in r yy 7.412 in -X -8.875 in Y in Rotation of All Components @ Angle: 0.00 deg CCW • k cp Rectangular'8,Circular Shapes Rectangular Shape:1 Height= 48.500 in Width= 0.250 in Rotation= 0 deg CCW Area= 12.125 in^2 Xcg= 8.750 in Yog= 0.000 in . =='+ Rectangular Shape:2 Height= 48.500 in Width= 0.250 In Rotation= 0 deg CCW Area= 12.125 in"2 Xcg= -8.750 in Ycg= 0.000 in _:fi Rectangular Shape:3 Height= 0.500 in Width= 17.000 in Rotation= 0 deg CCW Area= 8.500 in"2 Xcg= 0.000 In Ycg= 24.250 In ` " "" Rectangular Shape:4 Height= 0.500 in Width= 17.000 in Rotation= 0 deg CCW Area= 8.500 in"2 Xcg= 0.000 in Ycg= -24.250 in b6 • E \ I ` . . I , ' e.Y"(x2) (, ! , 1 r ` �2Y�K 11-5 r Rom, t2"x 2"V,L1,. 7 et.:-,(I-3 13', le,_:Q if . .. , 20 ,9 pYf ; ii r �n;t-Y'nal s-ttif�cx�cr-�1a ��C� - 42.3 pig /Y WIX S'Ono1G - • I:,,,o, \cOc lxz� jeo.rl 6(d e ^\,,.: `4")15;0G✓.11-!'2gli.t16 .7, 20(0 II, 2k Y y F�n� pl a:e, : (11�j(V/a 332d,k4�)(I'�. ')(tlgr ill Ibs ' pc a IoJt rc1 V. ZVI \b <, Rfi ? l ' tv-) *c.�<: (u�ie.. 4;Vs . tbY-f� ,/E;' Gy-t-) • B R� I.Ill 1, 1' 1�kbc ��, b) p�f I 1bArl 'R A i 4 It n a ° (2-)(24tL4p`-;c).(;.G;X(2,'+L1p1c')/1.9;t` = G.0 (:74�' 1r0,-1\v-1G6: (10•2 9s()(76' , ` 9 to y VP- L2 2X3b{, ! , f _,-sv.m eal.k` r 1,1,0 pq)(...,oCd� /").(01 , = 2,- fit ' -4 lhk� V,INo ccl; .e ?) 7 r-t 1(J pc..--S� ` �:,g 4 • k41;t !r 4-y_L}: p t Rf �1/4y3 1'l. e7'eb" li i f , i i i f r 1 p 11/2 (1,1-.is1`)(-..142'2 +-If--t,')4; '-1 ' i Ibs ` 1044-1, \\) l K3h/ ' 3�u `(ZI.= %z.(14,(01)(21La.2-) k?,r�...f = 64641 Ibs. ).,_ LAr c, 9 t k, +-1 6/0 RXn(seg ,u -k;) • RA -:,, 12A2- "Is= 12.t?.1' (•Ihcl. 4 OQ tbs .otrtc..) -t f TNI RIPPEY _ By r1� DATE_.__ 11..1E\]C/11. CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Bevel and St, Suite 100 panicc--) Tigard, Oregon 97223 /^� f� Phone(503) 443-3900 ___ SHEETJd Q,_ OF i l` 1, 7 ' C �� o r �,1r; '4 C4 l { { Ltt." ' - w :0. 19•a /kw \ _(€, C2ta0 6A `' we,h S�tc�ctrtet- I 301h24 . _ yyni t ryk; t _glace - 1.o _ G to o,K A : e lt.rte 044.c108�tvto or tiov1 F 1-) keitrl�a- Mn�sz i t(3 � 3.�f� ln9')I/1<b-7 101152. t' .• Mta�.3o3td� - 1cVS k ,('I • • h/*,„, wcb) =. 13 1 �0.4Ln > 3110"7\ 33 7 (9.or 0..v1AvoLtt') b�t Ccti1@or\y\J.1 (1,,,,11 = . <: 661 (acory ci,c4) D3taS — (3D31nS — 3(akS't x{aa1`"\.4A,�61. (34 '_T--• —.. l � ?��;�2�1oon ,.,�IJ.(�-� = 1"1 113 tc•\Y1 • web 4au�r .tlna ' /' w " - 14,1p.,449 14 .� 1 eFLOY0 C0 N]3 a r My = ZO I0S` 9003bc— 3,(pv.leig.`?. 0.3taS -20feizc{.o- s,70 -013Y5 = 241O 1'4h 212-3 CorvT, fi613.-oe7 btka1:t'nc k�.0h(k\v\.%. 0.a 1 4l I�� '� 1n ti��t.`{`� {n ' = 2`t,"1 1< i > CTea11 0'IO - 21.1e KSi N.Et' • 14 i ng Mh/tea 1 Soo 1 k•S • ri • • .it f 11\I�Y/! ? M RIP EY BY DATE CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Reveland St, Suite 100 JOBNO 2DU"($ Tigard, Oregon 97223 Phone(503) 443-3900 SHEET_C11 of • • i _ • ! i I • ! • .. : I ( AxL ) `(r isc 11--> eldln ay MnfSt =(3nks x33�.is th;' / e _ :i t 25 k•111 i p I -H43 �'#aY1cC '0+��#u iY1 hJtw =- Is3, > ti4,:0,,E� �.� • I se. 15E}. 6 ,tiri' • r, M�SL r ( to ks# 19#.S 'It��ll � I e :37-,3C7 • •11 $kea.r ear ' ,• ® .dapped ' e_c-�,1r1 1 ' /' 1 f„ 0 v , , b•($ (3ta 0. \'1.a ts.1) e, 4.„).\\ Sechor\ h(tw : 131��)�/> = 23(9 CV tS\ Vs)(29ObQ) 0.F.75 (Oak )'- (. (e) "/s--L i 0.19 (9* ks'' (2x�{t,2Xe'!"k%')0.3C)11,0 .1\6.(p 1= (Ina-s',��# vh1,(1 -^100 (Sit KS)(IAA4.U(9•'01Zci)ro.• 4 #t O.�jS II = {18.71 ( Jl -Cnl v\ �'4e4�I L 1.1SA'4t12.$to)Z•jll•(a7 • •aC•kl,9v\) u < ho s'n fc41k1r \(a1va. ga: N@ all -, 1.1-5 ¶ K mall 11_1(Q (CS1 ...mourn• • • • TM RIPPLY _ BY KS DATE CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St, Suite 100 OBNO Z6'011c'i Tigard, Oregon 97223 f.��j Phone(503) 443-3900 _ SHEET "__OF i . I 1 (ckA J., I (l 4,$, T I I I I i Web ?(.471-cs3, hl c Ik Fl) �sR ; a�i ksi • I Ch0.oN.,1 w�;\d, ji . Ca-E-,6) - ` 2 ks� II-0 1154e5 2-)(.2 w,..ld.) In yg1 ,,u-t 1 d; t-�• S llv/ih)/0-47.) t9 y �+t� Est , - Svlict .1n ivA,4)/ P1an° e3 (j„, 0.4 , 7Fs, 2. ksi S� 1vS� L�Ik 1 • (214,2+4441!() = 21e0.(0 ply• W � _ '30k/a 4 4,4oa1W��a 1 1.2,KX1.1 h 3 • t 3� )i = Y'1e :h• 2atl�E�x�75v5 o. < 14(000-1.0A" • /11\11� TM RI PPEY BY K5 DATE CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St, Suite 100 JOB NO zcOt4e Tigard, Oregon 97223 Phone(503) 443-3900 SHEET lq 1 OF Project Title: Engineer: Project ID: Project Descr: Printed:31 JAN 2020, 4:49PM Calculator' File P:12021Prolecls129048 FoughtSted=Crane Upgrade\STRICUNAL1CALCS120048.ec6. General Section Pro pert ySoftware copyright FNBRCALC,INC. 2018,Build,10.18.1213 Lie ft,:KW06002562 -<4: ,,. _i;-:-x ;. °,: icensee T R :'; "--_)L , ': ' Description : Box Girder an ground Final Section Properties Total Area 49.80 inA2 lxx 17,585.2 inA4 Sxx:-Y 694.49 in"3 lyy 2,385.49 in"4 Sxx:+Y 694.49 in^3 Calculated final C.G.distance from Datum: X cg Dist. 0.0 in Zxx 843.48 in^3 Syy:-X 305.352 inA3 Y cg Dist. 0.0 in Zyy 330.645 in"3 SYY +X 305.352 in 3 Edge Distances from CG.: r xx 18.791 in +X 7.812 in +Y : 25.321 in r yy • 6.921 in X -7.812 in -Y in Rotation of All Components @ Angle: 0.00 deg CCW .............................. . XcG— i C i Y Rectangular&Circular Shapes MN Rectangular Shape:1 Height= 48.000 in Width= 0.313 in Rotation= 0 deg CCW Area= 15.000 inA2 Xcg= 7.656 in Ycg= 0.000 in Rectangular Shape:2 Height= 48.000 in Width= 0.313 in Rotation= 0 deg CCW Area= 15.000 inA2 Xcg= -7.656 in Ycg= 0.000 in Steel Shapes C15x33.9:1 Area= 9.900 inA2 Rotation= 270 deg CCW Xcg= 0.000 in Ycg= 24.500 in C15x33.9 :2 Area= 9.900 inA2 Rotation= 90 deg CCW Xcg= 0.000 in Ycg= -24.500 in ;kO 'eku aw DUX CMn.e If (�Ircl�rr 16- I 1 0)C4((a(izx11.s')(4t61ot.�) = 0 p1 UUoiz C-ha-v\ - tS U_ •2,1t = D5.4 pIF I-I1.` pig + 7v\* rna1 $-I� Ctr`cr 1'1u — 15.S FiF `Ct49Y'12.1 9'r'x ' ' `k,q PIP ct Wv,IyU4 e ,d 0 •04° Trick .= 2S pt-F Catvaat k SclYYu u on 5YDUcvlf/k f travtts) = 144.4i ?If' use Z-`1 'r (`70 tbncl.-trv11>.3) • A _ I M ItI.PPEY BY ` ', DATE IP{] CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St, Suite 100 JOB NO '7,1,0` e)__- Tigard, Oregon 97223 Phone (503) 443-3900 r SHEET OF TATA, C'1rr, irt�et.�aa 31c" �w= 0.9-s" hfkw 1 � <260 0IK, Pcw _ m t1.1o, - \.Sl < I ®g• Prom?4-t 12,le e&pac-i t 21�1 cn�o� 1^ t3�ks 1 ta�ll,3l�n , �I.t�� : = t'4 Lab k•in • CCAAC tv (0A()Avua,t 4vzlij - ,1S.12S"70.4S" = %9Ag 7,)11n`l-t:•;fN = 3 .1 , (f-t3 ‘1)ctcit.) t' loco\ ; bk AAA% u j dr��S no-l- c� �,l Lt1E b btin�kl'�v�ca < G:10 f�--. 1e1.cta LnoYNCotiyl rxGF) Mnis1=--; (22-135e. 3 Eo 1(•Z.1 Si� 7.bo�( Si,")-‘1•i _.0,1 Grp j/¢ dam" ~ 11_•11.4 k'kn .4, w.t\O 10 t,VSkYlc uorYt0-o i s .Q-0. \2 1 }4 k•'tn •01' . = 2\.1 k"Ci c3"-Coil 1•lr ksi Y �i ^c�S�llE'iY� NlY1/ — r2la°Il k. 1'n “:16, $ k } sci'.R! ly1S, M H l.vi RJPPE 1 _. BY �� DATE_. CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St, Suite 100 108No 200'4 6 Tigard, Oregon 97223 Phone(503) 443-3900 SHF T l{�2 OF ( t 4�uti�d�t,�d Cctpac�4v� ()111Y`Or ak S) -� \�e ldkin 5 n1� ��vX32�tN 'we)! 11.(01 = 1011A k•'tin a�luho�e but Minas tn14,4, 1‘ i,Lin-+ 7r-d-1 b� 1a2(o.24) 1G/�y�� 6. {� /� -- t2. tg°( lh. bnj' 1A1/41/52 _ (ale ,t'3 1(17) /i.(el 31 1 le-; th 1ta S v r �I�jAAI ) " = 1st> `7, 1,31-4(S)tij -ci -7=-- 66,,9 CV� \'41 (sl° 5 Oov) 04-1+l 1515)7" (-3f' \h in-= 0.ke) (3a k41>(2 67,14,) 0,2_44) 2.a (no s-VA. vv rs) . 3,1to C -raii =19-,c1 ics, '0X r (CMAA 3."4: ) Sex viCC- Cletss D Web cak, ) ; 175 Q., > -eb 21, use 6.K ('.lnalvu,l 'AAA ()t. C(.0, 'C?,) 2W I si \a3 0b2.3?a- (2.+aCJ ,e-d) (pSO ,bICE sA resS l s/►, wtick- ! `ta4b kV)/In)'(o,-io-0 041 0.-c") 241`4 Sp11ca 'w' wc,3fctavvia t k. cu'r. '9") 2-.41(3,t 21.tc ksi M RE 1 E i NY i DATE CONSULTING CNCINEF.[18 CHIC BY.._._ DATE 7650 S.W. Beveland St, Suite 100 JOB NO 70041 Tigard, Oregon 97223 /�i Phone(503) 443-3900 SHEET '7_. OF M1 1 R r✓l rw, —SOX c a)-'u) t�14t,k-1 , a v1; = .9k- � A 4.e1 (o+L) I `t L("`44a1 4 :6w.3)(-1�•111)2' Aro k h { (oct,c„,4aK‘tR — l wilis Ac .a.ttckk'of ' k1cc- \CO -4w1 � S Se . = ° ` 4jSe6.2 0-0"!er) (O,S f-k(See2) 0,031 dotC Wmv 6.62. 0-361.72 VtC) = 9.33' P\� ,IM BY_.. DATE C ONSULTING ENGINEERS CHK BY DATE. 7650 S.W. Beveland St, Suite 100 pa No 100* Tigard, Oregon 97223 Phone(503) 443-3900 SHEET (,t4 OF Project Title: Engineer: Project ID: Project Descr: Printed: 9 JUN 2020, 9:23AM General Section Property Calculator F•ife=PA2020Prajecle120048-FeughlSteel-CraneUpgradelSTRUCTUMLICALCSt20048.ec8 , • "- 'Software copyrightENERCALC,INC.1983-2020,Raitd;1220.220 . <-> KW 0600256a2;;,M1r <. �' ' TN RIPPEY CQNSULTIN13_ENGINEERs DESCRIPTION: Box Girder-Bay 3 Shaw Box Final Section Properties Total Area 44.70 inA2 lxx 11,924.0 in^4 Sxx:-Y 587.33 in"3 Calculated final C.G.distance from Datum: lyy 2,742.65 in"4 Sxx:+Y 587.33 in"3 X cg Dist. 0.0 in Zxx 677.37 in"3 Syy:-X 296.503 in^3 Ycg Dist. 0.0 in Zyy 329.134 in"3 Syy:+X 296.503 in^3 Edge Distances from CG.: r xx 16.333 in +X 9.250 in +Y 20.302 in r yy 7.833 in -X -9.250 in -Y in Rotation of All Components @ Angle: 0,00 deg CCW XGG— I CG Rectangular&Circular Shapes Rectangular Shape:1 Height= 39.500 in Width= 0.250 in Rotation= 0 deg CCW Area= 9.875 inA2 Xcg= 9.125 in Ycg= 0.000 in Rectangular Shape:2 Height= 39.500 in Width= 0.250 in Rotation= 0 deg CCW Area= 9.875 inA2 Xcg= -9.125 in Ycg= 0.000 in Steel Shapes MC18x42.7:1 Area= 12.475 in"2 Rotation= 270 deg CCW Xcg= 0.000 in Ycg= 19.373 in t MC18x42.7:2 Area= 12.475 inA2 Rotation= 90 deg CCW Xcg= 0.000 in Ycg= -19.373 in j� yi�isx33.�1 / — i .-7- Ily, Tox <rcl.cr (Kz) 1ak.-s: jr� to`VaxL-1°10 pc•0 19 Q P 1tr � �1. c-havoruis ' p\f) —; to-t p\c \rAof-,6-at crtl r =• 12-.2,a $A•c 1l0 1,2 {�hr c...M del tbs Y ri6t -lvu V - 21,40 = n 1 CalU7ARk (S('n(C a� 'Fjad� ZYt>v..r<a) ,41•}.11 v1�13`7`6-" R1=)1.1:1+.e7 1ko` • -1-4�y.�i�-t 3r61 = S3cP2 tbs act_ 1 pp= 10�10'- \c A-y (\1)01 1.A TM RI.CPF..i .__ BY C1V DATE CONSUL73NG ENGINEERS CHK BY DATE_ 7650 S.W. Beveland St, Suite 100 JOB NO 1O0 �{ Tigard, Oregon 97223 Phone(503) 443-3900 SHEET_. "O OF spy, C\rdLr — StA0 0 \gb < 240 Nome ju-a1(1% CtgGtGt� (yv�o�or oats k& d'tAvv: 1-111n/ri_ = (2 !r-a19-7.) 1,(,to 1 _ \5 c 9.2., is., MQ 2LobZ1 Viz- k v,Iks-ko te`A&wil\ w.e..!} L-I, 7 3;1In t~ M.39pI (no rIcopast-) Mk,iSL'12too -((Lod- 1- 3 x 4�12,g}f`�•5i L *.',)-V a( 'C -'f.d�jj.t�7 �Fz k; k'tYt \ Oz C+ uirb but_cK 1\.c� My) _I" 1e0'aGt -(2t¢O�a't 'a3(OKtn\y.a0.'60SOW) �� ._ol �i /Mal ` t2g`� .•'tv� lowCk web e_av'c'i k412.ca) 20. ks1 < Cletdk =-21'(o o K- JI M RZIPi i.Y _ BY_. t"s'J ..—DATE C _... ONSULTING ENGRSCERS CHK BY DATE 7650 S.W. Beveland St, Suite 100 JOB NO 200Lf`19 Tigard, Oregon 97223 Phone(503) 443-3900 SHEET ` I_,.or '510-\.& 1O C&pc 6t-h (Wm tAar A X 1 z) arece bv.sV_Nrtc� vlp > bey 1•�12 (o - ® 12-433 v)/51 ~ L24 t3991.40\) /tLcri Z1 CI\ f "1\1 *2-'62P .•k'd- ShIAr C{s , Cv ��-;I vh/ 0• 4 5-t1fie '- r '1�11 2.,� �s1 C alb 1/_,9 ksi `3o ( kts4A A •:5•L .1) Service aAtt6e, web 'v1aA-es, cst-1-. ) - e,tz_ 1 V.50 Dom. �1 4 W161 w 1e( L'l1ko" Q-kl(t, 1/1„)/(0,70-17COi?jlL4) 1,q91, �b = 2o,S � �.3 ksi 11 Y J. I M RJs PE J4. BY C"^ GATE CONSULTING ENGINEERS C EK BY DATE 7650 S.W. Beveland St, Suite 100 IOBNO 2.0014, Tigard, Oregon 97223 Phone(503) 443-3900 — sneer It oe • Artphed -rot-cm -1/ / •perr0.)24Xt•I = l`).e v �,.,,s0-12,lt2)Lvet - oc < L/ I b11' 2°l06t4 145 ty =� ter}ia -Para. ac.4..tir_kC1ev-zy41 = o.s F\is-ea� Z � O.0'1i5(oca /St) 'oo7,1 �jO ozf. 4 1,n = 0.031 ► l bs• t TMVM RJPPL'Y 6Y Y-" DATE CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St, Suite 100 JOSNO 'W044� Tigard, Oregon 97223 Phone(503) 443-3900 SKEET 6 kc'l OF Project Title: Engineer: Project ID: Project Descr: Printed: 9 JUN 2020, 9:25AM General Secttan Pro @Ct C;:„.1 $�OC File-P42320Projocts120048-Fought Steel-Crane UpgradelSTRUCTURALICALCS120048.ec6 . 'u y Software copl+righl ENERCALC,tNC.j 983-2020,Build:12,20 2 28 TM RIPPEYGf?NSULTING ENGINEEI DESCRIPTION: Box Girder-Bay 3 Seco Final Section Properties Total Area 43.050 inA2 lxx 14,574.3 in"4 Sxx:-Y 612.56 inA3 Calculated final C.G.distance from Datum: I yy 1,978.71 in^4 Sxx:+Y 612.56 in"3 X cg Dist. 0.0 in Zxx 723.31 in^3 Syy:-X 255.317 in"3 Ycg Dist. 0.0 in Zyy 278.246 in"3 Syy:+X 255.317 in"3 Edge Distances from CG.: r xx 18.40 in +X 7.750 in +Y 23.792 in r yy 6.780 in X • -7.750 in -Y in Rotation of All Components @ Angle: 0.00 deg CCW CG Rectangular&Circular Shapes Rectangular Shape:1 Height= 46,500 in Width= 0,250 in Rotation= 0 deg CCW Area= 11.625 inA2 Xcg= 7.625 in Ycg= 0.000 in Rectangular Shape:2 Height= 46.500 in Width= 0.250 in Rotation= 0 deg CCW Area= 11.625 inA2 Xcg= -7.625 in Ycg= 0.000 In Steel Shapes C15x33.9:1 Area= 9.900 inA2 Rotation= 270 degCCW Xcg= 0.000 in Ycg= 22.962 in C15x33.9:2 Area= 9.900 inA2 Rotation= 90 deg CCW Xcg= 0.000 in 2-0 Ycg= -22.962 in ..'(1A +cv,-c. 0 r der Vo�n ) . 'o II 3it4et 1 `4'I �4ucK Il,xgvxibt Jr- � e 0.001 6 ? 0.?..fib \ LI1v'-1S t`er o kj -En t-vuc.V. 02, W;ila\\i'Nc "\--\ l> 1" ' 10. 14' 1 n Ij C1(“) 117`4 9;/9 wi thy"tnacb 5 3/6 41a t U{ n� M/MYt �0.to W) r 13 _ . 0.4Ht) i 171 RLA 1.EY _ _ Br DATE CONSULTING ENGINEERS CHI<BY DATE 7650 S.W. Beveland St, Suite 100 108No 200 Tigard, Oregon 97223 Phone(503) 443-3900 snEEr `.) or _ j Jr\•(A.ck tom, 3 S1Ac>.u0_-soX Crax. • p0401,e -VvA-1 1e.O /� d �,0 `� L 12XZGjOty Sa. 11-`� �1' 1Y / 2,1 1 i 1. Sion I 3 .eI. I e_ANU = • t1` �„ Vb(Fb o.�OfJ c = p,2b0 111, • • • `4vv.ct< (6-,t.%3 See.a . Cr cat l_ h\\Aci clnu,rru..1 co-a?, esuer n I ✓ r) l CheC� f 3 (r�cl L krk 0" r-Z lftf r 4\,J ip ^- C).G\21 \3�21ry c� / DL= 01/4514°, \bs x`z q03(6. Ibs ILL' `�l2vta \vs n z 112.40 Vas11\11 , y'r�: 2.. 1 M JLV l LEY BY ,.�'�l GATE y CONSUMING GNGINCCILS CHK BY DATE 7650 S.W. Beveland St, Suite 100 JOB NO 00T{6 Tigard, Oregon 97223 �q Phone(503) 443-3900 SHEET___,__ OF W3ns-i'tn.. 1 o&&k Pail (E rl n\na . inj s0 uvtr2) olm-k+'t bac k on rela:l=wC (' teil Tv!,_0 _��';`(Ts?SiL , • \A)ViAbin `-1 to '•a 4b, rail S =2, 51n3 1 4.lb Om �/� Siu{C k ��b =�(L�i3,1�S+o,S�: 2�al r� % S=0.- t =0.00i to.in`i r G3 ''gral irr3 .ta _ �.3L1 = 5•';(n M = G.3t,or7°/5 g%oil K \n 1"1Y\in— (Yalu = ( ,-50n3)(3(Q ))1,V/ = S S,0 k`\ri } *.‘al V.in MIY\/cL cnety vze)= (0.3`6S\ntj3(a I Ei�f ld [ �jj.7aPJ Ln < 0.`123 ='' 1\ (10 `%\1 • �' � L0.3bv k;47--• L\C C, "r•-%(\ < 4.Av,/s1 r "l-t,y �' . = 9_`t`i (o.1 v,,i r) 1 tY, 13,E `F'rtviot.2_ 40 lb. rzti 4 ` aX- on wro1kr\ --B t ;1- ,2I,X?..-n 1(-661 ^ 1.31h" r { ian�6c: 0,4'I (Lb 20-".+6,9)}2'' (of8iti1� S - 0,Vbi ink iZ= 0,03{03in3 -'ra\ODFt =�i- ' 3�d d �'�} < ot.e.;v,i-k(ve-lu fo•-�; 40 1ia ral l : fiAvt �� } '•n M q,9`,cX „/.zY ` !n <, Mni / �YY/_�� it TM 1C PEI. BY DATE CONSULTING ENGINEERS __.__-__-_ CHX BY DATE 7650 S.W. Bevel and St, Suite 100 Tigard, Oregon 97223 JOB NO `1,00 Phone(503) 443-3900 SHEET�i12 of • (, .I Lit\ o'n t` r 'rr] (Covrllct) 30 413. 6'00 yvra� s10- ,The 0.LK" . ") S = b.a o9 r o.olo9 taq 23� r D,SS kNo+ coin - a wo(. '40 lb. t-7-61 _ glad /1{y ! < 1 .© -flame 51<Cf-er 11h6_t-) tw-tc_ wily 10070 eylekee,, Mn/(1(Yail)=rT1.L •;n > ,sw)(-1)25/1) •',n. 44 1\'1n( .(c-t0.1t6) •1°• f k kV) -a �ki,m0.x tG"t)�`o�/1S,\2,‘" = 3,S4• ! � to Sim°� car a n rvt u s • e-1ekv). ; (Lb -2(%3\-14 40,g4)-k2 0•2g1 ivy') I D.-oLte 1114 .1'1,-0Alfp ` (12k23'.' _1U7\ 0,4b4> h.04 ya lb' ru.14 pal/ ( = e .Py") < 1,0 an w'i11 bL hoo`, -e..sAbA_ Lot • =<'.4o Va 1n -' can `' °r ?�. i \l �v f��rz il� d"11, A Von `> M = (�`I'�� `7,.b`t�(�2 /Q'-^ �0•�t 'lYl I`�VIGGe LI0 1b. ru1 1 • • 1M RIPPEY BY < DAME CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St, Suite 100 {oBNo '7,42h`17 Tigard, Oregon 97223 Phone(503) 443-3900 ___ _ SHEET 61221 of -C\e. lo(I.rkS,. on r‘kALOL bm 1 w/ IDT er-R.V1C. ) �)1\eP-1 V'Pu.l: ��2.Pt? k 1 :-),) ' X l I U • y :—_ . i ; 1 k. .1 ii' ' L> 'isQ c-1- per P't;r-E: Ll.. ,ter (V) 1L1-e_.re l --orce,. i( >o qf1-tK) X Q• 2. io."e0—'� `f .W hAt.$ = 1-1�-K I (,) Lpn 1-t-&d nia1 •or(.e,' : • 2-1 Zr_; X : (9 1 2 141' i I ('K) SVAA 5r, -?vt ce t . I : • 1 1 ba �.. tl13,�5� Ssv. = (art... )•- _I.f 9,ac.� :�: v,as a - _ . • '- 21.92 X(o,oq ) = 2.1L1 : 1 , . , / FanG s��f or- X = /2-(2.O -2/2) e. 11ei �.0$3 "v IzK V.R K I W o c CC(c .. t\Y�c\. \'M u-G..4'. .. V'i Q{ epy-GIC:(1,) . 4 .-N -V-f „).,/ (2- crai�cc� :� --- K (.1)C.)-e01.425., )"9,=,k1C- i c k1 AU �/ 1J3 �. � , 1,0 1 ` . 1-11=Ma, =1 2,61').-1-17..K?, 25 ik lwe1�4r4 0 Crumsxn) 212K�c.,. )(3a.h); 0,244,) � . : j I / 3MR1 PEY BY I{^v DATE \Y/1t. CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St, Suite 100 108NO .2-00416 Tigard, Oregon 97223 'p Phone(503) 443-3900 �__,__.__� SHEEr _ OF , I I 2m i raa cE c e 1.t, M :2�2.1' : k + : i x - M,4x 4 1ey.5 V,—I-t (i cr1.rps -tali•p'irt J 9:iv�wH:e7O to cal:: t `r 1 t " 411,3U— 1 i, < I.-/boo c?,L, ,rt. (de-f(2c-{h1on ldgd do ti'to 1 ir<c.l.. `iviyo. -i-; Fkcl-a r 1 -ef' = 0 tau ;yi, I V\iVJ«. k-I rt:t, (2131.1. J S....�.'� o,w4G`7 k•Oq i Lbctck c c, 12-' k-�yX = `Lzi:1, t= '{'-k- . ! Itvi '13.r6‘ 't:4c: (\l_r&.Yk-Q v/ S t.W\Yi.J corC -) v1 2,11k : ' S , D.o, 1 in, - Y.S oaA1 ca..F.e. s Mxx T 2cbt-}.51(' " < '2D?)1,,`7I Vn 0+ o \/ W54 ` 'cS, 0,32 . • X /�' TM Y RIPPE BY FC1 DATE ..11..\�G/.IL CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St, Suite 100 108 NO 2-00'-1 b Tigard, Oregon 97223 - Phone(503) 443-3900 SHEET ?) OF i n o n, C\SY.7a9J ->1 1 ° :See i ek',L.k l l toptA I-r'-5j . 7Xf i W2.1 XSS ' , ,,LWt Cak! 110, = b 34rr'? .. :r- -_ z�1:1.i { r G:7: 9 i 0 Itnln ()t= 50,,0 < :\c ; . .we.. -„op,u L f 1 .- $.e.�kt ov (CA." v sc : C-.;1;-npY.-1 T-. 1 bv.?- COC\ig-rNr Wes) y COWTVCs, ton' `Y la.n • ie-Idlnc See�\-rot\ fi-4) In.G )6; lP; IN "pe I — ;,341 . 1$•.-_�—5,1 2R1. !? 1,09( : i3O Vi e. 1 ,0 . ro0 At- `00KV,'"),1 0.4'00 : :V SG,. j� ►''IjZ=( °x31a ' (',400.')3 ‘r )/k.to-7 ,)-141 1<•in -' La*-vet1 :` ele° t`-v,:a1 uck.11n. (Seehan .Teo tv = t°l ir,.,- Ek ILLS. 2 t • w. o 'r r � l�, 2+f. > Lp ' !1-::;(es. — 077.(-6i )(2:-.1.0,Lil.:3-_.- ) 7--- .3 .kk,,s.i. . __.. -F3 =_F-A2 . , cb-ha tmisv./itiiv ,` • IV 1 TM RI PE i BY YTS- DATE CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St, Suite 100 JOB NO 7,..O1 Li Tigard, Oregon 97223 Phone(503) 443-3900 SHEET g- OF__ &S) ,uh11,00 / RPrN i �.:Cnrvtyr f.Lsion .--'tayto tocc bm,k)i (;eel-Von q S) : ' c4.0,116t t �4}1ana b1 = 3.4-Jo Ao < b.?�g� f, 7 0. a �covvi c�r� u wLb w -,L2.t2_S �o `� 3o..s , < 3,Z6 lr: F- -302 (60rvtiut-c4') wF 1 44f� b f t €3 21 �o,lof5=1'� { < { tj 1= 31.v (c4 ini)2.c-1- i ;t• to(, �i&C \ 1V1. _VLF��.. tL� :Ttr stcrt "fic l e, Vieloiric vSe.41o10 r—t) • •.M p - (3 to n : 14.1 h 1sl r( ±552V3011-4., �11 ' 331E.11 k -k- ITA,6.c lsr.. Cvn*rn\ Onc�`or 'Kw')or A'K{a `�e,��.a (3-t1) 010.111 £ 1-Arl2 (�. ')(0o . \yvt)/ o " 131°{ . •`lt^t 1\O 1 .-F+ • 1.tA Cs)t 43`1,`M \i‘nSL - Me'( , ' \ro )(1).L{.00'' (I•U)/1a�Z °I` \ wt\d F = Ve A ._ 7.• k 9 +rig '�e S�`i 00 t>o '��. . u�'t• a�-a.'�- -'rl \`t5`1 C�3.its 2+ucld) % q (1=tD, ; (rv,1)(tz"(')J(�7.YYk{'5 = �q•o �ctllcwci�ale 0,1.4{7o E s.)`20 •o ksi K. I'J Cr, !rtcl�trata Ntni.S... -11.ti1 • IV- TM RIPPEY BY 1�`-� DATE CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St, Suite 100 r J ,, fOB NO (�00 C((�'+' Tigard, Oregon 97223 Phone(503) 443-3900 _._ _ SHEET T fj4___of _ QtivuittA cxzu 4. i 11"a-hr)uie lcMRc-�t 3 �� Se, elctf� a�cc�ur.( : 156t.e YVi�t�LF`St1I �i f •A. : t ?a1 l��a� �/� d l �(I�q; y'10vLt isl/S �'. �33ta.!1 °12-)/13�,63I. iiy� ?_1 0 �` �} \r - - Y'� -`(`��vbi X.;��if'L ti+ O.''''A'r� jr'IF'' r5 ` ` C,A.0 � e �,��, � � _ �l aSc,tkOMtti .\t cxkvul t-nA- I, Q.t3S � ttuetdrl7") CraI1 ) tJle — a1•U , St �7't1 k%S N,E.1. 1(� .V C94 (\k �)(O i( > t1'-(5 z'l1+`; to *E. • • eo \-\i-ols sk2ar� o bn rn not s6 a.r It �� ro td_¢. 171 a' Sr.b, a- 'iy' Wets • • • • • • //��+ TM REPPEY KY t�V DATE i Y 1 TM ENGINEERS CHK BY DATE. 7650 S.W. Beveland St, Suite 100 _ 10K NO 2,01j,' 'a Tigard, Oregon 97223 yrr^ SHEET Phone(503) 443-3900 fJ I OF Project Title: Engineer: Project ID: Project Descr: Printed: 1 APR 2020, 2;32PM G@RefaI Seofif�n'PCOpeIt�l`C,aicu at or File=P;12020Projebls@U04@ Foughl$leer:Crane.tlPQradei$TRUCTURAUCALCS1200480 software cppydgbtENERCA1C;INC.11e32018:Build;1018.12,10 , . Lic.,#;KW-D0002562 , .,wM3 .== v k ,--=:; �rt. 4r e;a`r.i!illst, -4:.-.Licensee:TM RIPPEY CONSULTING ENGINEERS Description: Composite crane beam _nalSection'Propertres Total Area 27.943 inA2 lxx 1,959.03 in"4 Sxx:-Y 139.527 inA3 5,�, Calculated final C.G.distance from Datum: lyy 370.857 in^4 Sxx:+Y 266.330 in"3 S{ X cg Dist. 0.0 in Zxx 187.445 InA3 Syy:-X 49.448 inA3 Y cg Dist. 3.541 in Zyy 72.152 inA3 Syy:+X 49.448 inA3 Edge Distances from CG.: rxx 8.373 in +X 7.50 in +Y 7.356 in r yy 3,643 in -X -7.50 in -Y in Rotation of All Components @ Angle: 0.00 deg CCW i .C. I k. 1! It }C _-. �1,1-1II • X I C;'' (60/ = 121-I,11k21)1 -, 6)1.3f5 '1`f11 Y \'\P11_ (1• (191 0,'k-0•te\)rj = 3.\`E N1 1• Steel Shapes' �07; W29x62:1 k t) 1� Area= 18.043 in"2 Rotation= 0 deg CCW 174, �j.9.J-' F- _ Xcg= 0.000 in 1- - o,400 �i r I.I'- Ycg= 0.000 in r. `''„`, C15x33.9:2 Area= 9.900in^2 Rotation= 270 deg CCW kw w 0.'100'in, Xcg= 0.000 in b_m 3,`i'p 1,n j.A p.to 6° Ycg- 10.075 in B(0 • x(tr, A.o6 D..rye_ `R.wAk).0 J� . (wf e � Ttn. @ as 3 i i (C0r6c -v -tivve-� U12�K(o� , S Ittt , � � (_Wfb 7lto-1` 4ti t G� (s T o F I) qW = 2;(o:61 '/3k (8.1. k r) 4,1416:, I,CO,0 : hc, 21 ,(DS- b t4 - I o ) = Iie•52'In• 1v o ? Iox k.b�I l Iv s_ . ►-��. �1L5 e� I,2.1 I (Au vll. . ( O)(3 1)(�'I. 1'tnI �� o1� k l>1 r - ' Soao {<. 2+ • ; fir 'L 9-49" (I,t7)(S2,,2 Ysix t.ti71)/l,to--' = sir,0 L.I 11) a L 1 k - • 11,1 7 TM REPPEY __ BY 4"-' DATE 1 CONSULTING ENGINEERS S CHK BY DATE 7650 S.W. Beveland St, Suite 100 3OBNo 20045 Tigard, Oregon 97223 Phone(503) 443-3900 SHEET j� OF I • Cd 041:). , �w� ttn - r (,h4t+n.14.,l ('lan. e L19(.. , h4 w -C-1,a1nte- -An4QGe€r HY)// (St.(' MN:2'2+111n `Ai),(01. �� (� ic} : ?��3 I�•(' -- ca��{,of it�;4'(y�c bPoC 21,5 �irr��= ks1) Z\ la ksi Oda, b�, G"cnu.` 2'r(Q kS' D ! \.slwi r F. XI`a ke.v)duic� (-lad; s[e�4� c t G:1a.hn.0' on1*) 6.)(\actY C. tCi",� - r ev 1.D ©,.ta tr3(a 1<s:(:)01i3.`I:I"x O.. t. )(1.6)/1,(01) O, j4 w e k d @ *, P-(evz-nr. 2350t -I b ton. lel Ib/in• 1z." 2a,1 V- 1yX3" 1?-"o G) = 0-92.95 i K OO �d1ly va4�V� ® . 12.�1?a e sail °'-6(.n(� ) = 12..411Q • • • ATM RIPPEY BY i2---j- DATE CONSULTING ENGINEERS CHK BY DATE _ 7650 S.W. Beveland St, Suite t00 ioBrto '2004f'� Tigard, Oregon 97223 Phone(503) 443-3900 SHEET '.5( OF I I I • 1 • I I • YVi c C C i v e a �. �v C. SS �.J ' S Cra rl�T).ectrvi vu1 cra4 rA a l '3 ks I t z2 T _ S-IYesS, from i vinl�� b = �3��i x 'z) 1 `lto '�•t •� ks i . ej C `"t`- '• -P - Va �9 0 t v)�� 1h Z `1.,_�P2,1: �?:4_,. p 1s z� I b/i n ("1`�-� U \ tna 2 t OO2,S) • S-h-ms\ti 'lle�3't?1?'A: \s,, (y4a)/ �'tzl2��s/ia') = 2`I.(, i's1 > 44 K Si iutkA o., � !O1`6> �b11Y1, x3"OIL)"o/G : (�O"l'a)(v/•e()/ 'i'/ _(y i) \•o, \2 K-Si < t{ l bAK, I w t s . • • • • • • • 1-- /7 TM RIPPEY 8Y DATE .IL \]C/11 CONSULTING ENGINEERS CHK 6Y DATE 7650 S.W. Beveland St, Suite 100 IDaNO Tigard, Oregon 97223 n/�' Phone(503) 443-3900 SHEET �TA OF Project Title: Engineer: Project ID: Project Descr: Printed.30 JAN 2020,10.59AM G File-p.12020 projecNk2n1148-Fat-0181nel-Crane UpgraddSTRUCTURALICALCS0048.ft6 eneral Sectiori Property Calculator Software cnpright ENERCALC,INC.1983-2018,Build:10.1a,12.13 Lic.#: KW-06002562 . . _ s . ,:.-..,-C4j1-!A:4,..e.,"•:Akhi--5.“-_:-.4rz§.4t1,-:*717:-•-".:1'41.V.FA,FtielLICOTISee:TM RIPPEY CONSULTING:ENG1NEERS': Description: Composite crane beam-with hot p' Final Section Properties Total Area : 31.515 InA2 lxx . 2,728.49 in"4 Sxx:-Y : 221.764 in"3 lyy •. 399.780 in"4 Sxx:+Y : 281.866 in"3 t Calculated final C.G.distance from Datum: Syy:-X : 53.304 in^3 X cg Dist. : 0.0 in Zxx •. 270.958 in^3 Syy:+X : 53.304 in"3 Y cg Dist, : 1.216 in Zyy •. 81.466 inA3 Edge Distances from CG.: r xx • 9.305 in . +X . 7 50 in +y : 9.680 in r yy • • 3.562 in -X •. -7.50 In -Y : in Rotation of All Components @ Angle: 0.00 deg CCW ("- II CG- • ii X "2-P0 1 / ._--- c i * Rectangular&Circular Shapes Rectangular Shape:1 Height= 0.625 in Width= 9.000 in Rotation= 0 deg CCW Area= 5.625 in"2 Xcg= 0.000 in Ycg= -10.775 in Steel Shapes -.. W21x55:1 Area= 15.990 in"2 Rotation= 0 deg CCW Xcg= 0.000 in Ycg= 0.000 in . . , C15x33.9:2 Area= 9.900 in"2 Rotation= 270 deg CCW Xcg= 0.000 in Yeg= 10.075 in "V,10 1 ! 1 ' .. i , I I 1 i I I I I ' • I 1 I 1 1 I • i 1 I 1 i I I j I I I I 1 1 li : Li i ... 1 1 ' 1 , i i E : I 1I • I i ' j I ' 1 ! ' I I E I i I ? 1 I I E 111 i , I E , i I ., Gla P�11c" (Ip't1 I Cl,/ .. 1 1 Ii 1 , I 1 , 1 I Jet t I 1 ! 1 1 , 1 I � I I i i I I I I I 1 1 Wes' yr V• '; \1 . V`, 4 ( ) 1 1 1 1 �S " 2.1. 11 A led . .I 1 : I i • (� fixi �(at) ; (, y I �. ��, ' tl� k'��" r�c c�� i<�"°f is : � r 1 I I i -1i v 4 i I C . s l i i 1 1 t WY1 1 i 1 I 1 I I ---Y_ TM RIPPEY BY DATE CONSULTING ENGINEERS CI IK BY DATE 7650 S.W. Beveland St, Suite 100 JOB No Tigard, Oregon 97223 Phone(503) 443-3900 SHEET 131 OF i 1_v\a Load t _G wn.._ __.( 'v_`' 2,yp i))._ R A) , x� ,�'�, )1.`i .1_,_ 11.-1 d s aln ct of-1✓ -hn c. 1 (vto,lq- L,`�'' c `\-14, 1- o> , 01.1 111 -Ex-An 1 - 3�i`1,. (9 k•�+ < I?, IC•{'#- +ole.2� -1 I la l ;;ac) .a? 1 n C.@"Y'\ f,1E.t (:t€.'A IA) 31:"I —b�t / 1LV'U l� l l:O 1`.-?..A `ib\N13 4enlelov) 1o,,ik V "l•-AS,'-i Ks > IIKsi', ��CaNAvsk. Co.,, ) F0.c1ar) I yL0rel � r...._. s.t 1 I ! 11 -s2-c" �av�rJle cA��-tiY�u��.s we ct �r�t. eft o (4ri ‘J9 CC-E6 `._ — WI 0. -}'YI,tci. .ITVI'l.e I U 1?j h it '2 1 \3' I o 'Z 1.eV)Y. Y. \. i ?)0 11c- —4. h x (fiver Whee-1 a w`r,u l Sl-op 2` -('r DW enci) i K• so :;.1j5(0..3 k•cs-(- > 33t9,1 `G 4A . B - 4qc.A ) ��K lJ•6. •aold 5jto I1&`4(. UV-a- -11•0K_ 6--b = (95S(0 )"it.1XI )/22-1•1L1)in'' 1.--. \l'eD 1 2- 24 t 1e4:1) �- I le \\c 1 q,qk GoI l`+i1141 k> "t W t.19.L.\U. tel\vein ) _- _.. 0 _.rn : _.._ M TM RIPPEY 'hT DATE CONSUGI'ING ENGINEERS CHK BY DATE_, 7650 S.W. Beveiand St, Suite 100 JoENO 290H `(`? Tigard, Oregon 97223 Phone(503) 443-3900 _ SHEET 42.. OF_ ti I • C' 0°1' i}, 2,t�ki� 2.7� �t 25.2 " 7:1" ,2 1n / to l.2k•irn/t:o; -'t (o.(o4 T< x 1,11' 21• § � —��`{ ks ix�• (a 1 nZ)/2 r0 .~ G. 1. K s4f1111-, (40v.,s; 0,v7itO tn7)( ,0 r�.S2-_� (,1)bot`fs " 0E03,0 =(2)(G 2R) = io.tot 7,0o,A clvv K.: ;bo1 11) bo1-F Icxrc ov1 } 41 a bo I.•1-� it e�61at�1�� 1 1 n I! Rye 011 2 (K` 3':,) = 11. 1 } • Local -Vtavtay, bv..tk1'int chav�rGc i R, = id_62.5) 3(p kst)1a, 1312)�f ta7 • • • • 11\7 TM RIPPEY .._. _... _. _ BY �!__..`\ DATE—__.__... CONSULTING CNGINEr..,RS CHIC NY DATE 7650 S.W. Bevel and St, Suite 100 JOB No ? D`l0 Tigard, Oregon 97223 Phone(503) 443-3900 SHEET,5712,) of _ Web Cr1pv k,q, jhwo vu = 2(.`k+OMc)1 2 = 11.23\‘ lJ.)g,tr 'OC 4 (Am.Adtnt -1Rn/52_ (3(e 'stN1o,4 2')(11.23)1tc = \0'1 .?a w-ek loc.a4 Crtpplit106- - h/� a (o.qI ' +((,-f x t�l`2 )_ _O.2N0,�t4it.o � -1(2;ooc7x3��(.o.at5;546.4 /2, cast.', • ,� 2)0, (w\ x .ti lo&d wf 1vY \p,tc.4- c-Af. -0 Cvroev_ vat e rkAirm �_e et,yvz A . (An)o )Le. 10(ka or, Y uk1 0-61, kk > ,ot,_\( maX wh.u;i fa a..d no 1Yn fu.d-lolr) SP.kNi �1ace. Tj 12° viYv e1 e kcwvuktr TM RI PE.l. _ BY Ka DATE._,W.._ \!C/ CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St, Suite 100 JOB No 2,0D`i?_ Tigard, Oregon 97223 Phone(503) 443-3900 SHEET \31 4 or , p \b. k-e f\ (o n o 4er ,4�,) .--- .\‘,-. y- -1 d1°1 - \-' `C` N Min/St. l -1; Jh' _ (vs\,2„/,to--i $ 53°1Zir, LraRk,) ,,�° Mv, c1. -. (D, \w'33)C3(a l)f 1 .(0-1 - 2) �,\'n ,/k a�jtrck.t.`r bo cry'6Cl� ) I�,2 l l� t�5 _�l,`fl2 _. -. �3' tom. 5,41 Zak _ Ai(o ie>a W 41, Lo ad.� 7 f AlSc Jo Via\ TI cls p5dx.- A�/c c \(\ 12.�1n 4 / y � _h �� >° W 41 J M\11. l.;Dt1 LQ•( aia. 9 1r�J -> C \.74%'191(. 9 fe 'MVPW(1 r,'' "(klo-Z.a.r 5vo.ctn� c`-t 2 rno,1, 'i 1- 42- ? tis A 4 . ' // 'ram FF 7 ck.,i -,j tivtei`?: : o't ) 47r,s r NO;tb Y0,:11 + S="', �\n� :M n/C-2- 11,7..) k;J'1 1A+1 a 1r�2 1.2) S.:_.:, 2�T k 1)L.e-t.1'rts Ir. 3712 \ \I - Igo crm -_- 2.S s, >< p,C, _ \,yc, {-'p<, Gn ` In/� b.keo (s"7C�/�'Y,'Z)`3tg Ks,)�I1,, o ^ -la•O14 13EvN6kv)%.: d o r - < t�s ,!) -2& �, \,1. r. 1 l I' g 1t Mom/ -. \`®)L1...`?m o.2d(t2� 7e.,_, )o\I (at, .,..)L = 3,d))11•0 ^% / ---- 04,y k- krt. xZ\,\uats - Nt.1 �,\11 -`) 3,1akrx\ " =,(.0mr)11 .! yll f.! to ,--i 1 Y 1 /fT�� i:::\., TM RI PEY BY T\ZI DATE CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St, Suite 100 JOB ND 7-0014 f`. Tigard, Oregon 97223 Phone(503) 443-3900 SHEETS OF i j . . I I I , i I i � j l � 4QR, a.4.1.*c,C bt- C,veki tt t o zeks , 6 9 cc7l u rvi w i k a i IY1 u�e...t r�X I e.a i 146 cra-Y�.Q, l . Hii . I I. b ..Cn to £.k1onQ &X iX, ' YUo�'- pr34 it^I, ; W1 XS?� Column ,�. ! 4...t.. c6;1 (u,! t -pY\k\,1-01. t .(tit I ca. Ic a . • • I' , 1 L_ • _..__. . • • • 1- ]' TM RIPPEY 9Y � _ DATE l CONSULTING ENGINEERS CIiK BY DATE 7650 S.W. Bevel and St, Suite 100 I0BNO 2-00'457 Tigard, Oregon 97223 h Phone(503) 443-3904 SHEET CA of L1 wheel spg. (ft.) 12 L2 Spg bit dbl crane 3 L Interior Columns 2 fully 2 loaded 2 fully �n�tl� loaded each cranes + loaded + 1 Se�-r�axt o s bay nothing fully loaded Crane Loads(C2 has single crane loads where required) C1_DL 2.54 2.54 2.54 Cl_CL 12.92 12.92 12.92 C1_LL 15 15 15 F(longitudinal) 2.79 2.79 . V (lateral) 1.72 1.72 1.72 ey 10.375 10.375 10.375 ex 0 0 0 C2_DL 2.54 2.54 2,54 C2_CL 12.92 12.92 C2 LL 15 15 es, 10.375 10.375 10.375 ex 0 0 2 v,. \oo4 or CAti ta-e,\ C1 (total) eal0 72.3 72.3 DL 2.5 2.5 2.5 CL 32.3 32.3 32.3 LL 37.5 37.5 37.5 C2 (total) 72.3 2.5 41.6 DL 2.5 2.5 2.5 CL 32.3 0.0 18.1 LL 37.5 0.0 21.0 DL(total) 5.1 5.1 5.1 CL (total) 64.6 32,3 50.4 LL (total) 75.0 37.5 58.5 My(k-ft) 0.0 60.3 26.6 My- CL 0.0 27.9 12.3 My- LL 0.0 32.4 14.3 Mx 0.0 0.0 6.9 C2- • Load Combination:[Envelope + I_KK J Member Label: M1 I »-I ©Add to Full Report Options I I, . ._._. ._ iv nY Input Data: �. _._ _— m :� h Shape: W12X53 I Node: Ni '` Member Type: Column J Node: N2 2 Length(ft): 37.5 {Release; Fxed Material Type: Hot Rolled Steel 1 Release: Fixed Design Rule: Typical I Offset(in): N/A Number of Internal Sections: 97 J Offset(In): N/A Design Properties: Lby. (ft}: 26.583 Lrc„,bc,(ft): 37.5 kr.z: 0.65 Lez.e(ft): 37.5 1,a,9ar(ft): 37.5 Function: Lateral L031/11,10n(ft)1 26.583 Kpy: 0.65 Seismic DR: None M1 Ni N2 Diagrams: 0.1902 at 18.75 ft e , -0.5505 at 37,5 ft _,_^_ __Y Deflection(in) Z Deflection(In) ' 174A118at0ft 1.1107at0ft 27.449at37.5ft;i 4,7395at35.1563ft T , , • Axial Force(k I Y Shear force(k) Z Shear Force(k) 33.1402 at 26.5625 ft - I '.-- - I .. -26.4489 at 26.9531 ft _ Torsion(k-ft) z-z Moment(k-ft) y_y Moment(k-ft) 11.1546at0ft 5,6611 at 26.5625 ft i - 1.7596 at 37.5 fC -5.6611 at 26.5625 ft 1 . Axial Stress(ksi) Biaxial Compression Bending Stress(ksi) Biaxial Tension Bendin. Stress(ksi) Member Mi,Envelope 56_739- 49.101_ _. ._ i i ._ 1 I _....I I 4296d _. ._ 1 ... _. 36826- .._ � I 31.14 30.688_ I 2d 651- 18.d13,� _.I s 12275 ! may-~" a e i o -6.13a- �' 12.275 __ . j 24 fi51 30688 _.-.. - -26449 -36.82 -12.964 rsdot 1 8 3.76 7 5 1125 15 18.75 225 26.25 30 13.75 37"5 Member Location(ft) z-z Moment r+7) ISC 15th (360-16):ASD Code Check Limit State Gov LC Required Available UnEt�rCheck Result Applied Loading,;Bending/Axial 1 Applied Loading-Shear `': i AxraE Tension Analysis 14 O.ODDO k 33b 287A k Axial Compression Analysis 1 174,6116 k 232 6199 k Check Slenderness Ratio:Compression Fv=36 ksi Specified minimum yield stress E=29000 ksi Modulus of elasticity =0.34u in Thickness of web lj=0.575 inThickness of flange b=l2=5 an Half the full flange width h=d-2tf= 10.95 in Clear depth of web inbetween flanges ( Al=E ff= (fable B4.1a, 8.60'S7 Flange slenderness ratio hr 0.56 = 15 8941 Limiting width to thickness parameter fora Ty • slender element subject to axial compression Case 1) 17< Ar7—>Nett-alendor fian9e = =31.7391 Web slenderness ratio ten ari = 1.49 =42,2$96 Limiting width to thickness parameter fora (fable 64.1a, �+Fy slender element subject to axial compression Case 5) Check Effective Slenderness Ratio ICy=0,65 Effective length factor tar the flexural buckling about the y-axis Distance between points which brace the Lbe=26.583 ft memberagainstflexural buckling aboutthey- axis 7{yLyv= 17.2780 If Effective length in the weak(local y)direction (Sec.E2) v y=2.4781 in Radius of gyration about the local y-axis(weak) K.=0.65 Effective length factor for the flexural buckling about the z-axis Distance between points which brace the =37.5 ft member against flexural buckling about the z- axis L,=I{sLbz=24.375 ft Effective length in the strong(local z)direction (Sec.E2) let =5.2195 a•rt Radius of gyration about the local z-axis(strong) E=29000 ksi Modulus of elasticity Fy=36 ksi Specified minimum yield stress 83,6716 Effective slenderness ratio about the local y-axis (weak) L"=56.0394 . Effective slenderness ratio about the local z-axis t'z (strong) Check Elastic Buckling Stress Ky_0.65 Effective length factor for the flexural buckling about the y-axis K,=0.65 Effective length factor for the flexural buckling about the z-axis ry—2.4781 irs Radius of gyration about the local y-axis(weak) E=201)00 ksi Modulus of elasticity Distance between points which brace the top 26.583 ft flange of the member against lateraltorsional buckling T ry= TC7.r,,,,,r,,ol,= 17.2789 ft Effective length in the weak(local y)direction (Sec.E2) • =FCz j�wn,y,lo =17.2789,ft Effective length in the strong(local z)direction (Sec.E2) G,„ =3160 in!' Warping constant G=.11154 ksi Shear modulus of elasticity l=1.58 ilia Torsional constant =95.8 in'' Moment of inertia about local y-axis(weak) I.=425 irel Moment of inertia about local z-axis(strong) Fs=36 ksi Specified minimum yield stress Fc - -=40.8829 ksi /.,,, L„l Flexural elastic buckling stress (Eq.E3-4) i Ii1tiX{�;, r )J // 1• Frr= (O.658 )C'y=24.9023 ksi Flexural critical budding stress (Eq.E3-2) Check Allowable Compressive Stress Feranin =min(Fir,Fer,Pr)=24.9023 ksi Critical stress Ag=15.6 itv Gross cross-sectional area of member S2t=1.67 Safety factor for compression Pir FL A,= 388.4752 k Nominal compressive strength-flexural buckling (Eq.E3-1) =P=232.6199 k Allowable compression strength (Sec.El) P,.(cemp)=174.0118 k Required axial compressive strength at governing location Flexural Analysis(Strong Axis) i 17 6537k ft 1399401 k ft - Flexural Analysis(Weak Axis) 1 0 0000 k ft 52 2754 k ft ii Shear Analysis(Mayor Axis y)' 4 4 Z345 k fi01128 k 0 078B Pass ShearAnalyala(MtnarAxisz) 4 00000k 1487425k 00000 Pass Bending&Axial Interaction Check(UC Bending Max) 1 0.8602 Pass P,.(cnntp)= 17,1.0118 k Required axial compressive strength at governing location P.= 232.01999 k Allowable axial compressive strength Alr.= 17.6537 k-ft Required flexural strength about z-axis at governing location AI z= 139.9401 k-ft Allowable flexural strength(strong axis) Ai y=U k-jt Required flexural strength about y-axis at governing location AI,,,= 52.2754 k-ft Allowable flexural strength(weak axis) Pr I;. 8(AI,_ Aim < 1 0_0 86(1`. Bendingand Axial Interaction For—�0.2,P, 8( � — (Eq.Ill-la) Pe P, 0 Ai„ A1ri, {i�1 €xis-l-iynt Cv€Cvr iv7 i7 '�d f� . bearing pressure 4.5 ksf concrete strength 2500 psi Column Location Interior Exterior (Abs. Max.) (Abs. Max) -a P, (k) ASD 176.20 92.10 a .° Pu (k) ULT 284.10 93.60 —A (ft2) 39.2 20.5 •"L (ft) 6.257 4.524 Use: FDN SIZE (ft)Sq. ;,6.5 6 Sq. Base dim. (in.) 23 20 . Approx. d (in.) 12 12 p (Psi) = 4170 2558 putt (psi) = 6724 2600 visit (k) = 226.9 75.1 visit = Puu(A— (base +d)2) 00 c(7Vt*d = 21000 19200 (PVc •d = (13441, • 4• (base +d) cdrain = 10.80 3.91 d„,,,, = v„tr./LW, • d 3 a USE: d (in.) = 12 12 (1)Vc (k) = 252.0 230.4 a 3 Vint (k) = 56.5 18.2 v„it =Putt •w • (L —base 12 —d) w 1 o 4Vc (k) = 70.2 64.8 d31/c = 02Jf'e •w• d Mu (k-ft) 115 37 Mu =pua •z•w. (L—base/2z ) —A, req'd (in2) = 2.36 0.75 —As =Mu/d'fv • (0.9d) to As,min (in2) = 2.34 2.16 Asn. = (3 f'c/fy) . w• d U L USE: Rebar (10)#5 (10) #5. A, (in2) :3.1 3.1 a = 1,122 1.216 a = (A,fy)/(0.85 •f', • b) (1)Mn (k-ft) = 160 159 (Nun = 1Asfy(d—a/2) Foundation Selection Width/Length (ft) 6.5 6 Thickness (in.) 15 15 Reinf. BOT. E.W. (10)#5 (10)#5 w/ base plate GA0 1f SigF -rrr ' T iAx16(\ .aCU- ` Vd.11 ¢cr Q �n .V5) 0vv1 /1-OAS pa. .- 1.53 11 ll fo r ," ,\I -J al bF7L1 = 2•-is" N e d rt -\\— 1 Ih y 3(ekA 0014 X 2.1") 12. 1 / 1i 0 OA° 'I < 5/ep" base( la1a!-c. r 2('' .Arshu>bolk T,s-4_ = ()(0 ksi 1.11.\1zl/l,k0-1 343. 1 K (anchor bo1-1-) ?'v/ 0.``2 (11)(I0")(2),/ _0 3-1. 1 h (Ct.lek ,,a.) a ‘ _st)(on x0.15)00" 2) 37),1 Mory i.x\ -V ay,kAt ontxx.. 0 s malk wA.orvvank Vie., < e c tik\m1) e ,,. (,AY/iv,„ N -Pr ,}'2/ %rn,,x - co ncrf.--\t be 0, T(t% R9 .k)r 0.1)S-2tis = 1Dlr?) .psi (ksb) Mr( si,JV H >if # cz, a i- r 1 for -'-t.t,l1 ctcics vh �y / ! - ,_ 5/t5" rc.k ba&-e 1 ck a. . 5..6 X 1'. i.ivi RIPPEY _... BY KY DATE CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St, Suite 100 JOB NO 2(�0�1'C; Tigard, Oregon 97223 Phone(503) 443-3900 SHEET G-1, OF ‘ j 7 MOYt\.t<\-r ±. a?t\u 1 eNtAx.. (_Cwi.'d ,�C `l< m d kT, d = 2•st8' ? y("n y�,-)-- (A5 n 1'Pc 'r M(-t * $eQ- aTh c,he_d, Nr 11 e.a(cs . y _ N , = baske lct.-k-c, b/� 5.4--�.C•�ts�er� P M�max ` 2'to�' y•ln Y2S-u(s-ovr M� =(o•�+)L3� `)(0.o`l-'b(e 1n .11n k•i M u o. K_ „vek x _ 11 T C ...._ -,-i u, = -52 kiln• Y• _ \14,(0 / SAti'cR'UN rex ICU/ r = c.%,1 A1 SI/1. ( , A-,� YS'' - ' 'Fe_ = 2�k ckol. si -'"i c :- =10.1d.,47` ¢ n M.30 A2, b — Wl.= z;1k i o.1Slo" , • = 3.2"I'K r 11V1.R1PPEY -_ BY . . DAIF CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St, Suite 100 losNO ?ICJ 4 J Tigard, Oregon 97223 Phone(503) 443-3900 SHEET OF u N = 21 S = 17 " m n f= 8" fp = 1062.5 nisi q 1 = 18063 \`o,\r. 1.83 " small moment large moment Member LC P M e ecrit Y q tp T Y tp (Y>m) M1 1 173.98 17.6773 1219 5.684 18.56 9373 0.414 M1 11 157.1794 46.0174 3513 6.149 13.97 11248 0.454 M1 18 34.3879 32.177 11.228 .9.548 3502 2.098 0.575 M32 1 119.7245 22.6103 2.266 7.186 16.47 7270 0.365 _ M32 13_ 78.7882 61.619 9.385 8.319 6011 4.695 0.575 M32 18 17.9389 42.2536 28.265 10.003 _ t 19301 1 2.062 0.575 M47 11 126.8395 36.5907 3.462 6.989 . 14.08 9011 0.406 M47 17 31.7381 31.2411 11.812 9.621 4182 1.989 0.575 M121 16 26.6246 46.7585 21.075 9.763 18229 2.483 0.575 i 1 , 7 k fh1C 4°".\o� \1/4jAlc '� \ axkckw'r -Nnr .tu-SS 3 Company : TMRippey Consulting Engineers 5/22/2020 liORISA Desig JobNner :: 2004 kjayc8ox 11:20:43 AM umber Checked By: A Ne4,ETSCREK COMPANY Model Name : Building braces Member End Reactions OA\k"\ '"V-L p`Ck\O 't' 0 Pc` --V.A5ck LC Member La... Member End Axial k Shear k z Shear k Tor.ue k-ft Momen z-z Momen... 1' ' 1` M1 .. s I.: '. 173.9845 ,0 0 " "0 17.6773;'; 1 2 J )�� 0 0 0 0 29T gi. I e • :. e •. J 45.9345 e e e 3' M1 . :13'1.3215`� e e e e •.. 60.5159 -1.3346 e e e 0 :41: M1 104.3085 e 0 e :e •e 27.5503 e 0 e e ;5 s M1 1.04 9885 e 0 e 46.0224 e 0 e e 6' M1 .. 99 0358°' e e 0 e e e e e e 1111 e e. e e e e e e e e e e. e e e e.9 H e .; : ee?9 : M1 ae.: e i J 60.5032 : : e e e e .. 2:6y:7 ';' e e e -1 0.8478 e e e • 0.7837 e e e . •,2 .1 46.007 7.6962 e e e e e. . ,:0.08.73 e e e 3258 14 I .!J l)5 0375 e e e e + e 0 , e -38 4018`'' 3554 J 46.0723 : e O. e e I ' :134.2498 :' e : e e e e e J � -9.751 Q e e 0 } , e: 2:24'' p e e -35 478.1„';: • , J e • 7.5075 0 e e 0 , I I' 15479 l} e e ;-29 0777.. 4442 J 27.5574 9.8394_ . 0 .0 ._0 _0 4737 18 M1 I .: 'i34.3879. s : " 1.7019. ';:0 ;'�._..0 . =. . . 32.177; 1 4738 J 27.'323 10.7,3 I 0 " 0 Q • 00 • Company : TMRippey Consulting Engineers 5/2 212 0 2 0 � Designer : kjaycox 11:20:43AM �„� Job Number : 20048 Checked By: ANEMEfSCHEK COMPANY Model Name : Building braces Member End Reactions(Continued) LC Member La.- Member End Axial[kj y Shear[[Ii z Shear[ Torque (k:11 y y Momen ,.z Momen ,, 29 1. : M32. I . 1197245 : ': 1.3894 Q 0 0"i' 22 6103 30 J 13.113 -9.1469 0 0 0 0 325 2 `'. :M32' I 102 7622 ' 1.7949 !0z 0 0 27.8887-. 326 J 21.7381 -12.6872 0 0 0 0 621 ` 3 M32 l• -y . . :97 3905,.. ::'.. 1.8484 a:- 0; -L . ..' 0 . .0... •;26.9367 622 J 28.3895 -13.9097 0 0 0 0 917.. : 4.<is ... :.::M32 -!` I 87:2797.• 2.8469. i . 0 '-.:;:: ,':-..-.''.0,, , ;-',.--. 0;1 :31.8414 3': 918 J 12.9403 -2.2469 0 0 0 0 ,d: 1213 5 -M32 1 _ 78.4343. 2.8896 0: .. 0.. 0':•. -•F 34.8372 1214 J 21.6001 -7.4646 0 0 0 0 1509 6 .':'- M32 ... '' I :is •%:65 0741 :f=2.7209 -, a=- 0.............................. . . ' :;35.0902:i 1510 J 28.3612 -11.9264 0 0 0 0 1805 ' 7 M32 [ 82:0014: ; 2.1938 r;, :0 0 . 0 23.1342.- 1806 J 12.8569 -1.7902 0 0 0 0 2101 $. .? . M32 ,: 1 .. ..741473 2.3989 :0: 0 0 !' '28 2836. 2102 J 21.5324 71078 0 0 0 0 2397 'J': 9 'M32 . • I i65 1224 t 2.4375 0-: I' .0 . ,, 0"s' n33.522 2398 J 28.4247 -13.5228 0 0 0 0 ;2693 '`' 11 :'•i. . M32. :i I : i' r1.03.1604. '73.4302' 0 ::::. 0 11. - ,;i58.5343 2694 0 22.1,945 -218702 0 0 0 0 2989,..`' 12 `'M32 ...1 .1Q2t3641 . %0.1591 0'; tl 0 :'. ??-2 7668 . 2990 J 212797 ..•,.3•.5008.., 0 --..-0 0.. 0 l 3285 13 :;M32, • i" " 78..7882 `:- 4 3117 ;' -0I- 0 D>i 61,619 3286 J -..g2.00j . 15.74 44' " 0 0 : 0 __ ....a 0 > 3581 '' 14.i1i lrM32 ' I .. ", 78.0805 : 1.4676 '., 0_ .:: • 0 0 r8 0572: 3582 J 21.1932 0.8207 0 0 0 0 ''3877 , 15 '!! ;M32 `.. I 74.8432 - i 3,8765. 0 - I 0. s 0'' . a:56 169.' 3878 -15.7504 0 0 0 0 :4173,' 16J; : 0.9224 ':'0`, 0 .. 0 0,4152 .. '. 4174 " J 21,1051 1.5317 0 0 0 0 4469 ' .17 i 0.8377`i-• 0> ;'..i0 '. •:0;'. -19.5653 4470 12,5055 3.8992 0 0 D 0 ii.4765 _ 18 '" I s 2.3979 '. .0- 0 0 42 2536 4766 J 13.4492 -16.4fi06 0 0_.. a _.�._0___.- 01 Company : TMRippey Consulting Engineers 5/22/2020 IIRISA Designer : kjaycox11:20:43 AM Job Number : 20048 Checked By: ANEPAEr5CHEK COMPANY Model Name : Building braces Member End Reactions(Continued) LC Member La... Member End Axial Ikl y Shear 1kl z Shear Ikl Torque Ik-ftl y-y Momen...z-z Momen... 57 ; _ „ ;'1 M47 1;; . 134,0927 0,5341 - -0 `. ". 0 f .;.0 , 9.8434;`.. 58 J 27,5939 -2.9299 0 0 0 0 , :.'353': 2 M47. 1" 126.6784 :: 0.348" 0 ; . 0 :'ii .. '.;;;..;;..:;;;;;;..0. :::.;;:',;.; 6.3678:: 354 J 46.0493 -2.0015 0 0 0 0 649; 3 .. . -;. M47 " I "128'.7119 :. .-0 0812 " `.0 0 ' . 0 '- .-1.6484 <` 650 J 60.4526 0.4101 0 0 0 0 .945 , 4 =..M47 ';. 1s .. ,i.._31.$673 0 0437 . ..':!;:::::'..:...:0.' 0 5= ' : '0 -0.8599; ';': 946 J 27.4774 0.265 0 0 0 0 1241' S ! M47' " .1 . .. a0.0029.!: 0 0743 . 0 " - 0 0 -1.5138. 1242 J 45.9554 0.4303 0 0 0 0 1537; s 6 M47 " i` .1:,. : ' 64.1145". ... 6:1092 .0 .0 ;0 2:2409 1538 J 60.4687 0.6276 0 0 0 0 1833 i7 ; M47 - l<> 70.9591 �0.2334 0. 0 - 0 . -5.1074: '+ 1834 J 27.4663 2.1174 0 0 0 0 2129` '-i8 . .. M47 I 1; '79'3238 -0 2185 . ; 0 R!.:, 0 0 -4.736 ..- 2130 J 45.9477 1.8344 0 0 0 0 2425 . '9 :ri M47 ..1, I- .,82.2394::.;..'=.440,4943 0 0 ? .. 0 . -4.784i`•': 2426 J 60.4925 -1.3751 0 0 0 0 _ 272`1 11 M47 `: " I:; _126.8;• __ 1 9875 D D :..0 36 5907A;: 1 2722 J 'F6116G 11.3373 �.� _._�• ._ 0 .__---_ 3017 . ,'12 M47 ":': I'"! 126.5173; -1 2922 ;' :0 0 z:0 -23 8679 -% 3018 J 45.8799 7.3378 0 0 0 0 3313 . '13" M47'• . . .-,1;i" 50.1342 12863 : 0 0 '..; . 0 . ;;;24 0969:" 3314 J 46.0931 -8.1787 0 0 0 0 3609. ` ." 14 . M47 I 49.8714 ' 1 4348:. '• 0': 0 .;: 0 ... 27.1247 3610 J 45.8155 9.0398 0 0 0 0 12357 0 0.. 0 22.4152_•"3905'. 5 !< M47 " '• %: I ;'79.4667 _ 3906 J 46.0974' -7.005 0 0 0 0 420.1. " 16 :`: 'M47 -:, I ; 79.1806 1.6718 0 .. . 0 <0 -31.872 •:`. 4202 J 45,7957 1.0•6E13 __ .9 ,_ 0 .........__0........ 4497= �17 M47 '' 1:: 31-7381 .'< 1 6528 0. .._ ..,` 0 0 31 241:1- 4498 J - 27.3364 ' -10.4874 0 0 _ . 0. -_. 0. 4793' :18 ,. M47 '< 32.0282 - . 1".5269. ''.:,:-',''.:0:: ,.. 0 0 - = € 28 5863:.: 4794 J 27.6382 -9.7453 0 0 0 0 Company : TMRippey Consulting Engineers 5/22/2020 RISw® Designer : kjaycox 11:20:43AM �„� Job Number : 20048 Checked By: ANEML-rscai.K COMPANY Model Name : Building braces • Member End Reactions(Continued) LC Member La. Member End Axial[k] y Shear[k] z Shear[k] Torque[k-ft] y-y Momen...z-z Momen... 163 . . (1 M121 I' ' >i17.3579 =0.2887. " 0. 0 ? : = 0 1.3903k' 164 J 12.8121 3.4081 0 0 0 0 459" . ' `2 M121. 1 ; 25.9865 ' =0.9459 ;. 0 0. s ... 0 11,4149 460 J 21.4945 8.4262 0 0 0 0 755': : •3 . ': M121 =: I . 32.7923 1 7:132 0 0 0 `24.1622. '. 756 J 28 3891 13.8567 0 0 0 0 1051 4 M121 I:' . i17,5043 `. 0.7661 0 0. 0 -10.8692 1052 J 12.9752 6.2736 0 0 0 0 1347, .. 5.. . M121 .;; .. , I _ "26.1033.' . 1 2969 0 0.1. 0 s.-18.41•37 ',• 1348 J 216309 10.5195 0 0 0 0 1643! • 6• .. M121 •;I" 32 7918' -1.7306 '::0 ..... = . 0 , 0 24,61:74: .- 1644 J 28.3878 13.9205 0 0 0 0 1939 7 i•M121 <i I .:17.5966.::', "10086 •s' 0 . 0 i0 . -15 545`:.'• 1940 J 13.0768 7.7837 0 0 0 0 2235 8 M121 I 26,1719 1 4809 i 0 . 0 A . 21 9588: I 2236 J 21.7111 11.6626 0 0 0 0 2531 9 ::.M121 I; 32 7378 i .. -1 6092 0 0• •>; 0 422.2192 2532 J 28.3247 13.19 0 0 0 0 2827: `.1.1 ` •. .M121 ':' .. ..I ' i`t25.4997 ;: " 0.4398 0 0 .i'0 15.5807 2828 J 20.9233 -0.0368 _ 0 0 0 0 3123` 12 : M121 > L'`: "264734 -2i3:324 '': 0 . 0 • ..: .:'s0 :::-38.5251. " 3124 J 22.0629 16.8929 0 0 0 0 3419; : 13 ;; M121 I .25.6672 -0 0856 0 i. 0" `,0 , 5.26.73 ;p, 3420 J 21.1199 3.1197 0 0 0 0 3715`. -s€1.4 ;<M121 ;;: I'' . . 36.5397 `= 2.5084 0 0; .<:0 --42.0969;.: 3716 J 22.1363 17.919 0 0 0 0 40114 `15 .M121 : :I,:: 25.7193"..;. . -0.2119 0.. 0 `0 2,8521:'' `. 4012 J 21.1804 3.9112 0 0 0 0 4307'`; 6 . .i M 121 .': I 26 6246 "-2.7495 is 0 0 .6 +;;0 . 46.75851. 4308 J . -22.2353 - 19.4095 0 rn 0 0 0 4603t 17 M121 ." .I;p;�. .. . . 18 0359 .' .2 2088 0 - 0 ;0 -39.08281; 4604 • - • J 13.5547 16.0991 0 - 0 4899 0 • 0 ; 18 M121 I _: 17.004T 0.626'. '0 . . • `. . .0_ `. 0 _16,364," : 4900IIIIIM J 12.4376 -2.2404 0 0 0 0 CIS io va 33Hs 006E-Ebb (E05)auoyd EZZL6 uo6a10 'P3e611 ON sOI 001 a11145 '7S Pue!ana8 'M'S 059E Siva a ra-1 s�aautONa e�utiJ:cns>>Zo3 _Y J:al— ^S3IVO_..__1m ci A9 rr rTF T m�TT TTA�TT TT . . I : • I i I f ' 1 -2(aa ; \ I I pyt } lh 1 • l • 1 • 1 [ ' -I : I : 'III 11 .� I • • II I Y I ! - f - - i1W.0 - 1 , I. I (!1;17 ' +4'1 1 / 1 • r o' Q ;1512 I 1 � � c 11 -1- Lf17 F I I\I I l I !1 1 I \ 1 i , I -570--) 1 1I 11 • . t I 1' I 1 s N.I , I1 I 1 14, H I f I f /I I l IH, I 1 i 1 I I I 1 1 1 1 I s ; • I 1 .. I 1 I I • I t I I I I ' ' 1 ! I _ I 1 1 I fah Is21et n... r70 T 0,s\25 (fig' I (� - ifi(p. J =. 17,(4 l ./ fv 315." "7: t. Ili, G?. l V n/,a C( o)(310 4.I)1a•1Pa-7,r xe1�C140-1 (t7 1( ' "4>n.�X� 114. � 14- Q,K- WOO WAL �n/51. - (21.cer 1«; q .7QQi K oakl "f { ` � \— l .q is lu.t\ds con `+ Cant or cov1.4t I ot.Osi Sh c . Shvn ( lo ()to `-1" x 8.3155 1SS. 133 .off p, • • .L.]L.L..6. J� Tlvl R1 PL'Y _-- _ 8Y hsJ OATE _.... CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St, Suite 100 108NO Z0O5 2 Tigard, Oregon 97223 Phone(503) 443-3900 SHEET CitSOF , f i ,t LAA NI" 11.e.1) u QtNr3 TroVok-t (4) 1114 X D." love Fpile+ 1,0tIas 2ct. siae % X0lortq. --cln�� (�2,"{ ksi�ta.to2J1,1, K K�i,�i 1 .O eq. CA s !� 3,e1")p,(,24,'' =kO L'- Z. o.�h3 �f � ar fb.cb (lyyn at* extd 7 51 tA. 10t oeet1 i. n. ■ r�ea. L PE _... BY aDATE CONSULTING ENGINEERS -, CHKSY DATE 7650 S.W. Beveland St, Suite 100 108 No 'b 60```o Tigard, Oregon 97223 SHEET L�� or_ Phone(503) 443-3900 „ ._ - 1 . 1 I I I I I 1 i I I I I I : 1 1 I 1 I ; it 1 1 i. 1 ; 1 1 • 1. I 1 1 I 1 :. . 1 I 1 I I 1 I I I I 1 1 1 I I I 1 ; ; I 1 1 ' 1 i r I L=I 1 A , • ` I ' , I ' I .. 11� o ,\ Zi-5:1'i o i 1 : • I I I I : ii ,i I , i I 1 1 I I i U � 'ttl I = i , I i ' I I I 1 I 1 I I ' : . I I i I I : i I i I i 1 I , I I _ _ i I I 1 1 • I : ! ! ! !. i I I I I I I _ 1 1 i I I : i I i Z \A T'M RYPPEY BY DATE CONSULTING ENGINEERS CI-IK BY DATE 7650 S.W. Beveland St, Suite 100 106 NO Tigard, Oregon 97223 Phone(503) 443-3900 _._ SHEET G1 or 1\lu VJv 00 :� lF 00 ® -3 (4c� �� 1 X / 11.'7 t: r, i 2c.,' (a- ( () c rw, v >', 2, ) , .Lm iNIRI AEY 9Y.__ DATE_. CONSULTING ENGINEERS CHK I4Y DATE 7650 S.W. Beveland St, Suite 100 iOB NO Tigard,Oregon 97223 p�Q� Phone(503) 443-3900 SHEET_/L or Z.kildkv) LA:Vcr v,1 (trBn o,=0.qh� `(1 'h , = 6\1 1 g4 \1='\1 my‘‘ "All S a 11'eoi l T. = 1•1l KQ1= i.o ?s,,, Zome- Fv "17s,c, = 1q.2� "PC' -w = 2t. k psF r 1-ovie. 's to.oz' ewe b.� s� c mtv, laitiYall w vc) t(t0, c4(, 1t,$b (2aI) gG 6k lbs /cowvn" — 2, 1`1 k -2-;> I hev eyu,4 ex m laic t-u I e.cS t°Ina.s1 ove ra.I( I et- rZI TA),\Vi cttno chIu k 1• D±O.1,W 2• -h o.4SW 071SS y Cm/ c(AtRauCk kcoa 0 kv.A- V01- est--C{,, iOnS1 ((Ad 4 Moil I k \lAas.dl dP it_tv,i •m anal Inc. /(�..1\z/� TM RIS PEi BY 63- DATE --- jl. CONSULTING ENGINEERS _.... ___ CHK BY DATE 7650 S.W. Beveland St, Suite 100 JOB NO "2.0194{ /j Tigard, Oregon 97223 +�7 Phone(503) 443-3900 SHEET S \ OF U+nbalcc+nca. Snow ve7, wwvrrs.r corner r � J! 2Qe� 1lr pck bcd,tu1f4G1 ovA n4r.-0 V_two m i�ja —VvvkX vVvy\ANNA— = 11,0.0p k• s (fr; ) monvx k Cct. r�,�i .a W0-0 fu rntn okt6tUvtitc{, 4(ne.nr W t rkl a,ncFi, gV)9u) b-CIA-1-Or- v n movY\-ens- U . unb(AA 0,lticd Shr, t� @ va{l2 'in 1ie.t < St, 2A3p4.(2 • St vs-P )c 7.0' e-(0o p1 ii,v>17 E St- • le.c/0 300 f1c • • • TM RIPPEY CONSULTING ENGINEERS BY V--3- DATE CHK BY DATE 7650 S,W. Beveland St, Suite 100 JOB NO 64"9L`v Tigard,Oregon 97223 Phone(503) 443-3900 SHEET gZ OF r _ Code Check r�_^,, L \0 .\`(' (Ao A N1 Calc 2-- x W5 " •�,41,, ' .90-1.0 75-.90 YtAY1� _ `(blY1.. 12P. .50-.75 e r :� Oo oo0 v r �4r..... ♦� • Oo a`i vrr O ,� r. � oa ��...`. 1- 1 I J 0 B0¢ •• ti 0 r' • 09 oa O r 9 0 ®._,_ ,p y� o O� . r • • O o r 0.6 0.43 0.43 0.44 0 44 0.97 0 1 0.'= 0.33 0.37 0.41 0.41 0.36 0.3-- On 0. . 0.32 0.36 0.42 0.42 0.39 0.38 r.2f9 hon-SL CuSC CD o v o DODD PRO Member Code Checks Displayed Results for LC 1,1.D.L. r • �� Oo aoB ok �i� t��p.' oB� •� r � �� oa�Fl!' r 0 ea, . ? 9 ry r ' 0° O'1. o o ,2 - 1 .� p B • •. O.y1 00 o O ff'�` i s ! °'�d �d�o) `tl 0 �9 o O Ei-' 0 o�o° 0 ." 4 0 • . •" _....... O D �._. v i.�1.' a= _salt_ r om� rev w o-�_..0. ..O .�__s..�..,.._.� ? 4''s ..�.: O. • 0.69 0.70 0.85 0.65 0.82 0.55 0.9: 0.'r 0.52 0.59 0.61 0.61 0,59 0.52 0.96 Ohs 0.54 0.61 0.84 0.64 0.68 0.66 r.2 n 0 n ci 0 o Member Code Checks Displayed Results for LC 2,1.D+0.75L+0.755 TMRippey Consulting Engineers Building braces SK-9 kjaycox 20048 Apr 04,2020 81 11:14 AM Building trame.r3d R7� v Code Check x (LC 10) No Celc >1.0 .90-1.0 .76-.90 .50-.75 .0-.50 iini =. r o o r . °7 r i' p o� ,r o. i S ey ,oil 1r�i!n OGo' .o •00 • , i. a •Ilirt !>6 oo• p34 � r. +i I i , 9+o g �'p per•, 7� ,Sell1 eo o.. • •r n qe S vn.B RA !! v+ v., • p•1...7 ! a �i' ��1.•�O°j O �3.cP ,q r: 6' 0.88 0.91 0.81 0.81 0.83 0.71 1.21 1. 0.86 0.78 0.74 0.74 0.78 0.86 1.24 1,' 0.71 0.84 0.81 0.81 0.92 0.88 0.4 `n m Ci c, 0 0 0 n" 7,977 >n, ,n7 • • Member Code Checks Displayed <--_.Pn I n0.' cond.l-h0F1 Results for LC 10,4.TEST CASE(D+S) TMRippey Consulting Engineers Building braces SK-1 kjeyrox May 21,2020 at 04:46 PM 20048 Building frsme.r3d 'RA vocx vya,wt:l _ta,s avf ors 'r �� j f°OA, w1 crect (mots. doi. stio okw CA&'4 oaG� LC MEMBER AXIAL %INC. LC MEMBER AXIAL % INC. LC MEMBER AXIAL % INC. 3 M101 max 49.776 0,1 6 M38 max 54.5629 0.9 9 M75 max 51.0345 0.0 10 M101 max 49.7474 0.0 9 M38 max 54.4112 0.7 10. M75 max 51.0274 0.0 3 M103 max 54.0611 0.1 10 M38 max 54.0575 0.0 9 M76 max 50.8026 0.0 10 M103 max 54.0327 0.0 3 M39 max 53.8347 0.0 10 M76 max 50.7957 0.0 3 M105 max 23.9023 0.0 6 M39 max 54.3371 0,9 3 M79 max 23.4047 0.3 6 M105 max 23.9572 0.2 9 M39 max 54.1849 0.7 6 M79 max 23.4704 0.6 9 M105 max 24.1769 1.2 10 M39 max 53.8308 0.0 9 M79 max 23.4424 0.5 10 M105 max 23.9 0.0 6 M40 max 58.7098 0.9 10 M79 max 23.3288 0,0 3 M107 max 39.6334 0,1 9 M40 max 58.3435 0.3 3 M80 min -67.6555 0.3 10 M107 _ max 39.6052 0.0 10 M40 max 58.1574 0.0 6 M80 min -67.8087 0.5 3 M11 min -49.9776 0.2 6 M41 max 58.9258 0.9 9 M80 min -67.7436 0.4 10 M11 min -49.9007 0.0 9 M41 max 58.5604 0.3 10 M80 min -67.4789 0,0 6 M111 min -68.835 0,2 10 M41 max 58.375 0.0 3 M86 max 54.0288 0.1 9 M111 min -69.349 0.9 6 M42 max 54.5819 1.0 6 M86 max 53.9937 0.0 10 M111 min -68.7003 0.0 9 M42 max 54.2219 0.3 9 M86 max 54.08 0.2 3 M115 max 53.8346 0.1 10 M42 max 54.0395 0.0 10 M86 max 53.9781 0.0 10 M115 max 53.8067 0.0 6 M43 max 47.8163 1.5 3 M89 max 47.1121 0.2 3 M116 max 58.1394 0.1 9 M43 max 47.3093 0.4 6 M89 max 47.0735 0.1 6 M116 max 58.1027 0.0 10 M43 max 47.1165 0.0 9 M89 max 47.2351 0,4 9 M116 max 58.1907 0.2 6 •M44 max 35.7673 3.0 10 M89 max 47.0409 0.0 10 M116 max 58.0868 0.0 9 M44 max 34.9465 0.6 \ 3 M91 max 34.6848 0.3 3 M12 max 15.986 0.2 10 M44 max 34.7336 0.0 6 M91 max 34.6384 0.2 10 M12 max 15.9523 0.0 6 M45 max 36.3162 2.9 9 M91 max 34.9632 1.1 3 M120 max 35.23 0,3 9 M45 max 35.4945 0.6 10 M91 max 34.5691 0.0 6 M120 max 35.1842 0.2 10 M45 max 35.2813 0.0 3 M94 max 58.3578 0.1 9 M120 max 35.5089 1.1 3 M51 max 46.8719 0.1 6 M94 max 58.3217 0.0 10 M120 max 35.1149 0.0 9 M51 max 47.0063 0,4 9 M94 max 58.4093 0.2 3 M128 max 48.0841 0.4 10 M51 max 46.8063 0.0 \ 10 M94 max 58.3058 0.0 6 M128 max 48.4722 1.2 3 M54 max 37.0122 0.3 9 M128 max 48.5225 1,3 9 M54 max 37.2094 0.8 V „f1le8`[` toad 10 M128 max 47.8958 0.0 10 M54 max 36.9064 0.0 0� 6 M135 max 47.7087 0.1 6 M59 max 23.2973 0.0 10 M135 max 47.6729 0.0 10 M59 max 23.2964 0.0 6 M136 max 46.9841 0.4 6 M60 min -67.37 0.0 * � p-�- Yw NI �k 9 M136 max 47.7527 2.1 10 M60 min -67.3612 0.0 Uv'a- - i(C 9 10 M136 max 46.7749 0.0 3 M62 max 50.8931 0.1 (" /, 3 M36 max 39.6298 0.0 9 M62 max 51.029 0.4 6 M36 max 40.2463 1.6 10 M62 max 50.827 0.0 no 9 M36 max 40.1054 1.2 3 M63 max 51.1257 0.1 V,,^�i, 19.6") ilL 10 M36 max 39.6186 0.0 9 M63 max 51.2612 0.4 o - 1'(Ld. 3 M37 max 49,7812 0.0 10 M63 max 51.0596 0.0 = 6 M37 max 50.2779 1.0 9 M72 max 46.776 0.0 9 M37 max 50.1278 0.7 10 M72 max 46,7689 0.0 /10, M37 max 49.7774 0.0 \x& t C.CC - ; Ill. c.' _ ss ; Mr N ed' . Mft 1. 1ol d 7 a'f M5 ,,Sat,,, a a ' M S e wive _� M1„ � Mf0 M8 M M1..1 � '141 ° n4i M . J n V � NM N]1 vii � � � M 41 „_' 4 1r . W S k i p -R\sa Motel y ,mbUr Labe/(s fg ..,_ nro ty:-7 wn ee - L, .n�llll�� neo o ,a ,. ix - xn a `Ni uu a n - .. Nu �.� �_ x. xeo NU ut n: 'nns> '101 :nNI N: N 064 MOO t/l vvww) V 1al'Xi Rb r i 1 irulSS IAf,,YY00-t_x- — \--2.1Y�l 0\--canc'1 T --brut-r' ec \AoelS \tx lckSP, % N\111,'2‘ I M'1q,M v1 Pi\r:,a, aU4t40, i\A1oc, tl41IJ 4 ,,' MiL.x crki,,eCa ra.{Vb : i.1le(P (Vi 6s) l W12I l 1�a� -fir d = 9'1,I S I' (ecs ) Cr) 14-11,t Al cf., L.i-ri t 1.=W Klkot (cbrYtV(SC'1° I i \ , tsc kestio ': 1,5 (too i �,t1 :':� - co,,A otleel.) (,;.r\iaolicd) t to 1�1t11 , K11144,0 "1 r ; t `' {opt..{ v- (Pow) t_=--t,q323 I 1--7.'tz?, 4e, 1nrt 'Cc't\c,\Dr) 1;V VY1bc-1— 1'lX I® Inb.�Ew4et7t �.,34trc'._ ( )ciY\ 1e. Z�tzY2tatlt ,.,,i1ck, ii etbA " ,i,v� I(so,41i2:st,Ks.I ® 6,k \IA 3° 'nskl'n (odd cot, e.cir( / --ter `i-1cc ( ilYscAondI \okAt tilt r --= 1 , -r2 \si \ I-4 ln (6) aulcCo.; '1\2i6_'1''lltr \( �� 0l�l 1v1 {'1)"/e •4 �d ( = l.� ors9) 2=41 / ,,' �, wtin, e\d, L...06it\. Colts(1, 4vtelxlj<1,, = 4'' (nit(PA, d101 ;oe lne4/b„cr) ILL,I FN. r if mow\Aae. 7/t 0 vYkin u x11 !ltw � , ., 'roc4 y '. ( m 404V0p1 4- t0144p. '1'IX) IV Y_K TM RIPPEY _.. BY \(;)--- DATE_ CONSULTING ENGINEERS CI1K BY DATE,__„ 7650 S.W. Beveiand St, Suite 100 JOB NO 'ZOO` '?7 Tigard, Oregon 97223 Phone(503) 443-3900 —._.__._.__ _ SHEET '91 OF Company : TMRippey Consulting Engineers 5:21l2020 � designer oo , qqs;i7r� . kjaycox � ©�U 5:22:38 PM Job Number : 20048 s \ Checked B C,0( .l �'i'i F7�t'1 T y: A NENIETSCHE(COMPANY Model Name : Building braces �,� Maximum Member Section Forces LC Member... Axial [k] Loc It] y Shear[kJ Loc[it] z Shear jk] Loc fft] Torcue[... Loc[ft] y-y tviom... Lee[ft] z-z Mom... Loc[ft] 1 10 +- M1 max _<.66.7056 0 0.1682 26.5625 0 " _ 37.5 0 37.5 F. 0 37.5 3.3916 0 I 2 min 59.7602 34.7656 -0.9815 35.1563 0 0 0 0 0 0 -2.4155 34.7656 3 10 ` M7 max -68.723 i' 7.433 '; 0.0283 _ 0 0 7.433 0 7.433 0 7.433 0 7.433 4 min -68.7433 0 -0.0283 7.433 0 0 0 0 0 0 -0.0527 3.7165 5 10 M11 - max -49.8825 7.433 0.0255 . 0 0 7.433 0 7.433 0 7.433 0 7.433 6 min -49.9007 0 -0.0255 7.433 0 0 0 0 0 0 -0.0474 3.7165 7, ;` ' 10 ? M12 max 15.9523 " 0 ...;> 0:0158 0>! 0 8.4159 0 8.4159 0` 8.4159 0 8.4159 8 min 15.9176 _ 8.4159 -0.0158 8.4159 0 0 0 0 0 0 -0.0333 4.2079 9 '• 10' M13 max 3.410.1.. 6.4867`= '.0.0067 0 0 6.4867 0 6,4867 0 6.4867 0 6.4867 10 min -3.4554 0 -0.0067 6.4867 0 1 0 0 0 0 0 -0.0108 3.2434 11 '-` 10 M14 '-max '' 3.7502.' 0 0.0244 0 0 9.5839 0 9.5839 0 9.5839 0 9.5839 12 min 3.6692 9.5839 -0.0244 9.5839 0 0 0 0 0 0 -0.0584 4.7919 13 10 M15 max 7.2529 8.3785 0.0053 0 0 8.3785 0 8.3785 0 8.3785 0 8.3785 14 min 7.2001 0 -0.0053 8.3785 0 0 0 0 0 0 -0.0111 4.1893 15 <; • 10 ' 'i'y116 max 4.8479 0 0.002 0 0 4.4628 0- 4.4628 ; 0 4.4628 0 1:` 4.4628 16 min 4.8156 4.4628 -0.002 4.4628 0 0 0 0 0 0 -0.0022 2.2314. 17 10 M21 max 23.9362 0 0.0158 0! !' 0 , ;8.4733 0 8.4733 I 0 8.4733 0 8.4733 18 min 23.9019 8.4733 -0.0158 8.4733 0 0 0 0 0 0 -0.0334 1 4.2366 19 +'' 10- . . M22 max -7.6777 ' 6.4893 0.0064 0 1 0 6.4893 0 6.4893 0 6.4893 0 6.4893 20 min -7.7232 0 -0.0064 6.4893 0 0 0 0 0 0 -0.0105 3.2447 21 '10 "' M23 max 8.5954 0 0.0244 0 1 0 9.5809 '' 0 ' 9.5809 0 9.5809 0 9.5809 22 0 min 8.5144 9.5809 -0.0244 9.5809 0 0 0 0 0 0 -0.0583 4.7904 23. 10 ': M29 max ' >s5.0368 4.4628 0.0022 0 0 4.4628 0 44628 0 4.4628 0 4.4628 24 min 5.0009 0 -0.0022 4.4628 0 0 0 0 0 0 -0.0024 2.2314 25 ' 10 M30 max 0.0943 0 0 13:6667 0 13.6667 ' 0 13.6667 0 13.6667 0 13.6667 26 min -0.1822 13.6667 0 0 0 0 0 0 0 0 0 0 27. +. 10 M31 max -0.0943 i 13.6667 --0.0003 13.6667 0 13.6667 0 * 13.6667 0 13.6667 0 0 28 min -0.1822 0 0.0003 0 0 0 0 0 0 0 -0.0043 13.6667 29 i' 10 i. M32 max 32.7838 ' , 0 :r1 1.7336. 26.5625 0 37.5 0 37.5 " 0 37.5 25.1325 0 30 min 28.3824 37.5 -13.7731 35.1563 0 _ 0 0 0 0 0 -34.0574 34.7656 31 10 M33 max% 3.9231 0 0.0053 0' 0 8.3751 0' 8.3751 0 8.3751 0 8.3751 32 min 3.8703 8.3751 -0.0053 8.3751 0 0 0 0 0 0 -0.0111 4.1876 33 10 ` ' M34 max `':20.9568 0 1.9081 0 0 6.7421 _ 0 6.7421 0 6.7421 2.6713 . I, 6.7421 34 min 19.5799 6.7421 -2.7005 6.7421 0 0 0 0 0 0 -2.663 2.8092 35. _ 10 • M35 max 20.4317 0 2.3513 0 0 6.5259 0 6.5259 0 8.5259 • 2.6713 0 36 min 19.1383 6.5259 -2.1211 6.5259 - 0 0 0 0 0 0 -1.3618 3.3989 37 10. i M36 max " 39.6186 0 2.3079 0 0 -6.9899 0 6.9899 0 6.9899 2.511 1 6.9899 38 min 38.2143 6.9899 -2.4769 1 6.9899 0 0 0 0 0 0 -1.9702 1 3.3493 39 10 M37 max _ 49.7774 0 2.255 I 0` I 0 s'6.3676 0 6.3676 0 6.3676 2.511 r' 0 f 40 min 48.4936 6.3676 -2.1024 6.36676 I 0 0 0 0 0 0 -1.2043 3.3164 41 10 M38 ' . max 54.0575 0 2.3342 0 0 6.5333 0 6.5333 0 6.5333 2.0252 0 RISA-3D.NET version 18.0.0.35694 [Building frarne.s3d] 'Raj Page 1 Company : TMRippey Consulting Engineers 5/21/2020 ''' Designer : kjaycox 5:22:38 PM Job Number : 20048 Checked By: ANEMETSCHEK COMPANY Model Name : Building braces Maximum Member Section Forces(Continued) LC Member... Axial U Loc[ft] y Shear[k] Loc [ft] z Shear[k Loc[ft] Torque[... Loc[ft] y-y Mom... Loc[ft] z-z Mom... Loc[ft] 42 min ( 52.7427 6.5333 -2.1375 6.5333 0 0 0 0 0 0 -1.955 3.4028 43 10 M39 max 53.8308 b 0 2.4217 0 0 6.448 0 6.448 0 6.448 1.3826 0 44 min 52.5376 6.448 -1.9928 6.448 0 0 0 0 0 0 -2.9002 3.5599 45 10 + M40 max 58.1574 6.448 t,; 2.0112 0 0 6.448 - 0 6.448 0 6.448 1.2644 6.448 46 min 56.8642 0 -2.4034 6.448 0 0 0 0 0 0 -2.9539 2.9554 47 10 M41 max 58.375 6.5333 2.1249 0 0 6.5333 0 6.5333 0 6.5333 1.989 6.5333 48 min 57.0602 0 -2.3467 6.5333 0 0 0 0 0 0 -2.0339 3.1306 49 10 M42 max 54.0395 6.3666 2.0924 0 0 6.3666 0 6.3666 0 6.3666 2.5385 6.3666 50 min 52.7582 0 -2.265 6.3666 0 0 0 0 0 0 -1.2094 3.0507 51 10 M43 max 47.1165 1 7.0566 2.4982 0 0 7.0566 0 7.0566 0 7.0566 2.5385 0 52 min 45.6949 0 -2.3311 7.0566 0 0 0 0 0 0 -2.0208 3.6753 53 10 M44 max 34.7336 6.4602 2.1456 0 0 6.4602 0 6.4602 0 6.4602 2.3906 6.4602 54 min 33.455 0 -2.2823 6.4602 0 0 0 0 0 0 -1.4088 3.1628 55 10 ' IV145 max 35.2813 6.7421 ;' 2.6589 0 0 6.7421 0 6.7421 0 6.7421 2.3906 0 56 min 33.9044 0 -1.9497 6.7421 0 0 0 0 0 0 -2.7804 3.8627 57 10 ' M47 - 'rmax 64.1222 0 0.7791 37.5 0 37.5 0 . 37.5 0 37.5 1.9167 34.7656 58 min 59.7367 34.7656 -0.1345 0 0 0 0 0 0 0 -2.7429 0 59 10 M48 max -0.092 0 0 13.6667 0 13.6667 0 13.6667 0 13.6667 0 13.6667 60 min -0.1798 13.6667 0 0 0 0 0 0 0 0 0 0 61 10 ! M49 max -0.092 13.6667 0 ` 13.6667 0 13.6667 l: 0 13.6667 0 13.6667 0 13.6667 62 min -0.1798 0 0 0 0 0 0 0 0 0 0 0 63 ' 10 = M51 max 46.8063 0- 2.258 0 0 ;6.3676 0 6.3676 0` 6.3676 2.5237 0 64 min 45.5225 6.3676 -2.0995 6.3676 0 0 0 0 0 0 -1.2013 3.3164 65 10 !- M52 max 4.1383 0 0.0053 0 0 8.3751 0 8.3751. 0 . 8.3751 0 8.3751 - 66 min 4.0855 8.3751 -0.0053 8.3751 0 0 0 0 0 0 -0.0111 4.1876 67 10 M53 max 8.2435 .; 0 0.0244 0 0 9.5809 0 9.5809 0 9.5809 0 9.5809 68 min 8.1625 9.5809 -0.0244 9.5809 0 0 0 0 0 0 -0.0583 4.7904 69 `' 10 M54 l max 36.9064 0 2.3104 0 0 6.9899 0 6.9899 0 6.9899 2.5237 6.9899 70 min 35.5021 6.9899 -2.4744 6.9899 0 0 0 0 0 0 -1.9483 3.3493 71 10 M55 max 5.0505 4.4628 0.0022 0 0 4.4628 0 4.4628' 0` 4,4628 0 4.4628 72 min 5.0146 0 -0.0022 4.4628 0 0 0 0 0 0 -0.0024 2.2314. 73 10 M56 max 18.2723 0 2.3503 0 0 6.5259 0 65259 , 0 6.5259 2.6949 0 74 min 16.9789 6.5259 -2.1221 6.5259 0 0 0 0 0 0 -1.3348 3.3989 l 75, ' 10 M57 - :max 18.7976 0 1.9046" 0 0 6.7421 0 6.7421 0 6.7421 2.6949 6.7421 76 min 17.4208 6.7421 -2.704 6.7421 0 0 0 0 0 0 -2.6532 2.8092 77 10 M58 max -7.3653 6.4893 0.0064 " 0 0 6.4893 0 6.4893 0` 6.4893 0 6.4893 78 min -7.4107 0 -0.0064 6.4893 0 ' 0 0 0 0 0 -0.0105 3.2447 79... 10 M59 max 23.2964 is 0 0.0158' 0 0 8.4733 • 0 8.4733 0` 8.4733 0 8.4733 80 min 23.262 8.4733 -0.0158 8.4733 0 0 0 0 0 0 -0.0334 4.2366 81 10' .':M60 max -67.341 7.433 'i 0.0283 0 0 7.433 0 7.433- 0 7433 0 7.433 82 min -67.3612 0 ( -0.0283 7.433 0 0 0 0 0 0 -0.0527 3.7165 RISA-3D.NET version 18.0.0.35694 [Building frame.r3d] 'R9. Page 2 Company : TMRiPPe ConsultingEngineers 5/21/2020 _ Designer : kjaycox 5:22:38 PM Job Number : 20048 Checked By: A NEMETSCHEK COMPANY Model Name : Building braces Maximum Member Section Forces(Continued) LC Member... Axial :k] Loc[ft] y Shear[k] Loc[ft; z Shear[k] Loc[ft] Torque[... Loc[ft] y-y Mom... Loc[ft] z-z Mom... Lcc[ft] 83 10 M62 max 50.827 0 2.4228 0 0 6.448 0 6,448'< 0 6 448 1•.3896 0 84 min 49.5338 6.448 -1.9918 6.448 0 0 0 0 0 0 -2.8971 I 3.5599 85 10 'M63 :max 51.0596 0 2.3322 0'• 0 :.6.5333 0 :6 5333 0 6.5333 : 2.0192 I 0 86 min 49.7448 6.5333 -2.1394 6.5333 0 0 0 0 0 0 -1.9542 3.4028 87 = 10 'M68 •=max 4.1058 8,3785 0.0053 0 -0 8.3785 0 8`.3785 -0' 8`.3785 : 0 8`.3785 88 min 4.0529 0 -0.0053 8.3785 0 0 0 0 0 0 -0.0111 4.1893 89 10 M69 :max '18.6829 6.7421 :2.69.76 '0' 0 :6.7421 0 6.7421' 0' 6 7421 2.6516 0 90 1 min 17,306 0 -1.911 - 6.7421 0 0 0 0 0 0 -2.6713 3.9329 91 <' 10 `. `M70 max '5.0042 0 0.0.02" A'b '::0 :4.4628 0 '4`.4628 0 4.4628 0 - 4.4628 92 min 4.972 4.4628 -0.002 4.4628 0 0 0 0 0 0 -0.0022 2.2314 93 10 :' .11/171 %max 18.1497 1 .6.4602 ': 2:107• 0' 0 6.4602 0 6.4602 01` 6i4602 2,6516 6.4602 94 min 16.8711 0 -2.3208 6.4602 0 0 0 0 0 0 -1.2776 3.0955 95 ` 10 <. M72 max '.46.7689 63.666 2.0906 .0 i t0 6,3666 0 6.3666 0' 6:3666 2.5687 6.3666 1 96 min 45.4876 0 -2.2669 6.3666 0 0 0 0 0 0 -1.1854 3.0507 97 10 :; M75 imax 51.0274 6.5333 :` 21419 0: `0 6.5333 0 6.5333 0:i '.6 5333 2.0075 6.5333 98 min 49.7126 0 -2.3297 6.5333 0 0 0 0 0 0 -1.9576 3.1306 99 ' 10.::: `M76 max. %50.7957: 6.448 1.9911 0` 0 6.448 0 6.448' 0 :6.448 1'.3938 6.448 100 min 49.5025 0 -2.4234 6.448 0 0 0 0 0 0 -2.8952 2.8882 101 10 ;<; ?'M79 =max 23.3288 0 0.0:156 0:': : 0 8.4159, .!.. 0 > 8.4159 0^ 8 4159 0 8.4159 102 min 23.2945 8.4159 -0.0156 8.4159 - 0 - 0 0 0 0 0 • -0.0328 ] 4.2079 103 10 M80 <-max 67.4.58.E 7.433 0.0283 0 °•0 7.433 0 7.433 0 7433 0 7.433••• 104 min -67.4789 0 -0.0283 7.433 0 0 0 0 0 0 -0.0527 3.7165 105 i 10 M81 max =7.4191 6.4867 :0.0067 0; .0 6 4867 0 6.4867 0 6.4867 0 6.4867 106 min -7.4644 0 -0.0067 6.4867 0 0 0 0 0 0 -0.0108 3.2434 1 107 10 ::M82 . fmax` :'36.8569 .:'7.056E 2.5008. 0:=: 0 7.056E 0 7.056E 0 7 056E 2.5687 0' 108 min 35.4352 0 -2.3285 7.0566 0 0 0 0 0 0 -2.0003 3.6753 109 ' 10 :.M83 max 8.2781 0 0.0244 0-` 0 .9.5839 0 .9.5839 0: 9'.5839 0 `9.5839 110 min 8.197 9.5839 -0.0244 9.5839 ' 0 0 0 0 0 0 -0.0584 4.7919 111 10 M86 ,lmax 53.9781 0 2.2484 0' 4 6.3676 0 6.3676' 0 '6'367E 2.4543 0 112 min 52.6943 6.3676 -2.109 6.3676 0 0 0 0 0 0 -1.2391 3.3164 113 -`1 10 M87 max '7i2346 0 0.00531 0 0 8.3751 0 8.3751 0. 8`3751 0 "8.3751 114 min 7.1817 - 8.3751 -0.0053 8.3751 0 0 0 _ 0 0 0 -0.0111 : 4.1876 115 10 M8.8 max '3.7558 0. O'.0244'. 0=' 0 9.5809 0 .9s5809` 0.r s9.5809 0 I : 9.5809 116 min 3.6748 9.5809 -0.0244 9.5809 0 0 0 0 0 0 -0.0583 4.7904 117 " 10..;` ''M89 max °47.0409 . '' 0 2.3416' _ 0' .0 6.9899 0 I .6 9899 ' 0 7 6:9899 2.4543 ' 6.9899 :: 118 min 45.6366 6.9899 -2.4432 6.9899 0 0 0 0 0 0 -1.9058 3.4221 119 +' 10 ;t :'•M90 'max 4.8312 :4.4628 ! 0.001.1' 0+ 0 2.2314 0 4.4628 ..':0:0009 2 2314 0 4 4628 120 i 4.8133 0 -0.0011 4.4628 0 2.8357 0 0 0 0 -0.0009 2.2314 I min 121 10 i :M9.1 I ".max L�34.5691 ... 0 2.2661:: 0'a. : 0 >6.5259 0 6:.5259- 0 6'.5259 '22942 0 " 122 1 min i 33.2757 6.5259 -2.2063 6.5259 0 0 0 0 0 1 0 -1.452 I 3.3309 123';- 10 M92 j • max -3.4154 6.4893 0.0064 0 `0 (6.4893 0 64893` 0 ' 6.4893 0 6.4893 RISA-3D.NET version 18.0.0.35694 [Building frame.r3d] ' At) Page 3 Company : TMRippey Consulting Engineers 5/21/2020 Designer : ka cox 9 1 y 5:22:38 PM Job Number : 20048 Checked By: ANEMETSCHEK COMPANY Model Name : Building braces Maximum Member Section Forces(Continued) LC Member... Axial [k] Loc_[ft] y Shear[k1 Lac[ft] z Shear[k] Loc[ft) Torque [... Loc[ft] y-y Mom... Lcc[ftf z-z Mom... Loc [ft] 124 , min -3.4608 0 -0.0064 6.4893 0 ] 0 0 0 0 0 -0.0105 3.2447 125 10 M93 max 16.0913 0 0.0232 0 0 _ 8.4733 0 8.4733 0 8.4733 0 8.4733 126 min 16.0408 8.4733 -0.0232 8.4733 0 0 0 0 0 0 -0.0491 4.2366 ' 127 10 ' M94 max 58.3058 '+ 0 2.3507 0 0 6.5333 0 6.5333 0 6.5333 2.0105 0 128 min 56.991 6.5333 -2.1209 6.5333 0 0 0 0 0 0 -2.0259 3.4028 129 '! 10 '' M98 _ max 3.9179 8.3785 0.0053 0 0 8.3785 , 0 8.3785 0 8.3785 0 8.3785 130 min 3.865 0 -0.0053 8.3785 0 0 0 0 0 0 -0.0111 4.1893 131 10 M99 max 4.9887 0 0.002 0 0 4.4628 0 44628 0 4.4628 0 4.4628 132 min 4.9565 4.4628 -0.002 4.4628 0 0 0 0 0 0 1 -0.0022 2.2314 133 10 M100 max 20.4026 6.4602 2.1062 0 0 6.4602 0 6.4602 0 6.4602 ; 2.627 6.4602 "! 134 min 19.124 0 , -2.3217 1 6.4602 0 0 0 0 0 0 j -1.305 3.0955 135 ! 10 " M101 'max 49.7474 : 6.3666 2.0935 0 0 6.3666 0 6.3666 0 6.3666 2.556 6.3666 136 min 48.4662 0 -2.264 6.3666 0 0 0 0 0 0 -1.1885 3.0507 137 i? 10 M103 max 54.0327 6.5333 2.1397 0` 0 6.5333 ' 0 6.5333 0+ 6.5333 2.0131 6.5333 138 min 52.7179 0 -2.3319 6.5333 _ 0 0 0 0 0 0 -1.9593 3.1306 139 10 M105 max 23.9 0 0.0156 0 0 8.4169 0 8.4159 0 8.4159 0 8.4159 140 min 23.8658 8.4159 -0.0156 8.4159 0 0 0 0 0 0 -0.0328 4.2079 141 is 10 M106 ' max -7.6941 6.4867 0.0067 0 0 6.4867 • 0 6.4867 0 6.4867 0 6.4867`' 142 min -7.7394 0 -0.0067 6.4867 0 0 0 0 0 0 -0.0108 3.2434 • 143 10 M107 max 39.6052 7.0566 2.5032 0 0 7.0566 0 7.0566 0 7.0566 2.556 0 144 min 38.1836 0 -2.326 7.0566 0 0 0 0 0 0 -2.0219 3.6753 145 10':" M108 max 8.5862 0 0.0244 0 0 9.5839 " 0 9.5839 0 9.5839 0 . 9.5839 146 min 8.5051 9.5839 -0.0244 - 9.5839 0 0 0 0 0 0 -0.0584 4.7919 147 10 S` M111 ^.a max -68.68 7.433 :' 0.0283 0 v 0 7.433 0 7.433 - 0+ 7.433 0 7.433 148 min -68.7003 0 -0.0283 _ 7.433 0 0 0 0 0 0 - -0.0527 3.7165 149 > - 10 M112 max 20.936 = 6.7421 2.6939 0 0 6.7421 0 6.7421 0 6.7421 " 2.627 0 150 min 19.5591 0 -1.9147 6.7421 0 0 0 0 0 0 -2.6815 3.9329 151 " 10 M113 max -0.0945.. `13.6667- -0.0003 13.6667 0 13.6667 ' 0 13.6667 0 13.6667 0.0044 13.6667 152 min -0.1824 0 -0.0003 0 0 0 0 0 0 0 0 0 153 10 M115 max 53.8067 " 6.448• 1.9924 0 r' 0- 6.448 0 6.448` 0 I 6.448 1.3854 6.448 154 min 52.5135 0 -2.4221 6.448 0 0 0 0 0 .._. 0 -2.899 2.8882 155 10 M116 max 58.0868' ". 0 2.4027 0 0 6.448 0 .... 6,448? 0 j 6.448 ' 1.2599 0 JI 156 min 56.7936 6.448 -2.0119 6.448 0 0 0 0 0 0 -2.956 3.4927 157 'f 10 s M117 " ' max -0.0945 0 0 13.6667 0• ' 13.6667 0 13.6667 0 13.6667 0 - 13.6667-, 158 min -0.1824 13.6667 0 0 0 0 0 0 0 0 0 0 159 ! 10 M119 max -50.0228 z 7.433 ? :0:0283' 0 0 7.433 0 7.433'' 0 7.433 0 7.433 160 min -50.043 0 -0.0283 7.433 0 0 0 0 0 0 -0.0527 3.7165 161 10 . M120 max 35.1149 0 1.964 0 0 6.7421 .0 6.7421 0 6.7421 2.2942 6.7421 162 min 33.738 6.7421 -2.6446 6.7421 0 0 0 0 0 0 -2.8215 . 2.8795 163 " 10 M121 max 32.8047 0 14.081. 37.5 0 37.5 0 37.5 0 37.5 34.823 34.7656 164 min 28.4027 37.5 -1.7568 0 0 0 0 0 0 0 , -25.1282 0 R[SA-3D.NET version 18.0.0.35694 [Building frame.r3d 1 'kt Page 4 Company : TMRippey Consulting Engineers 5/21/2020 Desig kjay 5:22:38 PM Job Number ner : 20048cox • Checked By: A NER,ETSCHEK COMPANY Model Name : Building braces Maximum Member Section Forces(Continued) LC Member... Axial [k] Loc[ftl y Shear[kl Loc[ft] z Shear[kl Loc[ft] Torque [... Loc[ft] y-y Mom... Loc[ft] z-z Mom... Loc[ft] 165", 10 i M25 -'max -6.8235 .r 8.0849- 0.023 "0 :�0 1".8.0849 0 8.0849 0' '8.0849 0 8.0849:: 166 min -6.8477 0 -0.023 8.0849 _ 0 0 0 0 0 0 -0.0465 4.0425 167 [. 104 M26 max "7.0546 0 00034 0' :•0 '5.6577 0 5.6577 0 5.6577 0 5.6577 168 min 7.0188 5.6577 -0.0034 5.6577 0 0 0 0 0 0 -0.0048 2.8288 169a; 10` M27 max 5.4373 6.5725 '0 0208 0: `'0 6.5725 ": 0 6.5725 0 6 5725 0 ' 6.5725•.•••• 170 min -5.4119 0 -0.0208 6.5725 0 I 0 0 0 0 0 -0.0342 3.2862 171; 10 `M28 ''max 5.0097 0 :: '<0:0006 0! i 0 3.0338 0 3'.0338 0 3.0338 0 3.0338 172 min 4.9902 3.0338 -0.0006 3.0338 0 0 0 0 0 0 -0.0005 1.5169 173'- 10:' M17 max 6.9006-•• : 8.0865 0.023` ;0: 0 8.0865 D 8.0865 0`` :'8'0865 0 8.0865•; 174 min -6.9248 0 -0.023 8.0865 0 0 0 0 0 0 -0.0465 4.0432 175 10 M:1.8" ;:`max �7.1362 0 =0.0034 0 '0 5.6578 0 . :- `'5.6578 0• '5.6578 0 5.6578 176 min 7.1004 5.6578 -0.0034 - 5.6578 0 0 0 0 0 0 -0.0048 2.8289 177 10 :' M1:9 `.max 5.4881 6.5723I. :'.0.0208 0, 0 "6.5723 0 65723 0 _ '65723 0 I'C 6.5723`:` i 178 ! min -5.4957 0 -0.0208 6.5723 0 0 0 0 0 0 -0.0342 3.2862 179• 10:!' M20 'max 5.0589 0 `0.0006 0 0 ::3.034 0 3.034 0 3 034 0 3.034 180 min 5.0394 3.034 -0.0006 3.034 0 0 0 0 0 0 -0.0005 1.517 181 '; 10; !M50 max -6.8013 8.0849 0.023` 0' >••'0 8.0849 0 '8.0849 '0 8.0849 0 8.0849:: 182 min -6.8255 0 -0.023 8.0849 0 0 0 0 0 0 -0.0465 1 4.0425 183 ' 10 M66 :•max >7.0313 0 0.0034. :0' :0 5.6577 0 5.6577 . 0 5.6577 0• I 5.6577` 184 min 6.9955 5.6577 -0.0034 I 5.6577 0 0 0 0 0 0 -0.0048 2.8288 185 '' 10;.' M65 max 5.4114 6.5725 0..0208 0` :r0 ;•6.5725 0 6 5725 0" 6.5725 i 0 6.5725 186 min -5.4191 0 -0.0208 6.5725 0 0 0 0 0 0 -0.0342 3.2862 1.87 ' 10 M64 max 7 4.9844 0 " -O'.0006 . 0 =•0 `3.0338 0 '3'.0338 0 3.0338 0 3.0338"' 188 min 4.9649 3.0338 -0.0006 3.0338 0 0 I 0 0 0 0 -0.0005 1.5169 189 10 ;; M78 max ': 6.8134 -' 8.0865 0.023' 0; =.0 :8.0865 0 &0865 0. '60865 0 8.0865 190 min -6.8376 0 -0.023 8.0865 0 0 0 0 0 0 -0.0465 4.0432 191 10 '- iM74 max 7,0452 0 '0.0034 0' ;i.0 5.6578 0 5.6578 0' 5.6578 0 5.6578 ' 192 min 7.0095 5.6578 -0.0034 5.6578 0 - 0 0 0 0 0 -0.0048 2.8289 193 10 M73 max - 5.414. 6.5723 0.0208 0 0 6.5723 0 6:5723 0 6'i5723 0 6.5723" 194 min -5.4217 0 -0.0208 6.5723 0 0 0 0 0 0 -0.0342 ! 3.2862 195 10. '. M77 max 4.9871 0 0`0006 0:: '0 3.034 0 3.034 0 3'034 i 0 3:034 196 min 4.9677 3.034 0.0006 3.034 0 0 0 0 0 0 -0.0005 1.517 197 10. M85 :max -6.89.15 - 8.0849 0.023 l 0 8.0849 0 80849 0'; 8.0849 ii 0 8.0849 198 _ min -6.9157 0 -0.023 8.0849 0 0 0 0 0 0 -0.0465 4.0425 199 10 M97 -max 7.1254 + 0 0.0034 '0` 0 5.6577 0 5.6577 0-: 5.6577 0 5.6577 200 min 7.0897 5.6577 -0.0034 5.6577 0 0 0 0 0 0 -0.0048 2.8288 201 ' 10 E`l i'M96 max 5.4819 6.5725 :'0.0208 0' i0 6.5725 . 0 6'5725 0'? 6 5725 0 6.5725" 202 min -5.4895 0 -0.0208 6.5725 0 0 0 0 0 0 -0.0342 , 3.2862 203 :? 10 M95 max :5.0529 0 0 0006 ''0 't0 3.0338 ,. 0 :3 0338 0 t 3:0338 0 3.0338 204 min 5.0334 3.0338 -0.0006 3.0338 0 0 0 0 0 0 -0.0005 1.5169 205 ' 10 M104 max -6.8375 8.0865 0.:023 0 0 8.0865 0 :80865 0.• 80865 = 0 8.0865 RISA-3D.NET version 18,0.0.35694 [Building frame.r3d I Z12 Page 5 gat n, Company : TMRippey Consulting Engineers 5/21/2020 Designer : kjaycox 5:22:38 PM :,.IRIS Job Number 20048 Checked By:^_ A NEMETSCHEK COMPANY Model Name : Building braces --Maximum Member Section Forces(Continued) LC Member... Axial [k] Loc[ftJ Shear[k Loc[ft] z Shear[k Loc[ft] Torque[... Loc[ft] y-y Mom... Leo[ft] z-z Morn... Loc[ft] 206 min -6.8617 0 -0.023 8.0865 0 0 0 I 0 0 0 -0.0465 I 4.0432 207;; 10.i i;M•102 =max '7.0704 0 'A:.0034 0` s 0 5.6578 0 5t6578 0 '5.6578 0 1' 5.6578 + 208 min 7.0347 5.6578 -0.0034 5.6578 0 0 0 0 0 0 -0.0048 I 2.8289 209:' 10 M110 •111ax 5.4399 6i5723:'< .'r0.0208 0 0 615723 0 t6.5723 0` 6'.5723 0 6.5723 210 min -5.4475 0 -0.0208 6.5723 0 0 0 0 0 0 -0.0342 3.2862 211 10 M109. '`max `:5.0123 0 :0.0006 0: 0 •3,034 0 3.034± 0 3.034 0 ` 3.034'" 212 min 4.9928 3.034 -0.0006 3.034 0 0 0 0 0 0 -0.0005 1.517 213 10 'M114 max 15.2552 7 0 0:101 7 0 7 . 0 7 r;` 0+ 7 ' 0.1412 5.8333 ':' 214 min 15.2552 0 ' -0.0487 0 0 0 0 0 0 • 0 0 0 215 10 ;; M118 max -42.0087 7.5 'O'.0323 7.5 0 7.5 0 7.5` ••0:• 7.5 •`0.1912 3.6719 216 min -42.0087 0 -0.0307 0 0 0 0 0 0 0 0.1292 7.5 217 10 M122. max ?-44.9066 6.5833 ' ::0.0352 65833 '.0 6.5833 0 6.5833 -0 6:5833 :0.153 : 2.4002 218 min -44.9066 0 -0.02 0 0 0 0 0 0 0 0.079 6.5833 219 10' '''M1•23 ':max . -34,5787 :16.9167 ;.0'.0952 1 9.16 6 7 '0 y1.6.9167 0 1619167 0 <16i9167:::::1 0.2D9 5.5389 220 min -34.5787 0 -0.0467 0 0 0 0 0 0 0 -0.3315 16.9167 221 ' 10 ` M124 max 34.5784 "16.9167 0.0486 16`.9167 0 16.9167 ' 0 16i9.1.67 0`: -16.9167 :0.1922 11.1016 222 min -34.5784 0 -0.0934 0 0 0 0 0 0 0 -0.3272 0 223 10- - ;M125. max 40 233...:;; 6.5833 0.0122 6 5833 . 0 6.5833 ' 0 6 5833 • 0' 6'.5833 0.162 5.1432 : 224 min -40.233 0 -0.0431 0 0 0 0 0 0 0 0.0515 0 225 10 M126 :`max -33.688 7.5 00484 7.5 0 7.5 0 7.5 ! 0' 7.5 0.1658 1.7188 . 226 min -33.688 0 -0.0146 0 0 0 0 : 0 0 0 0.0264 7.5 227 10 M:127 max ="46.7682 7 0.0331' 7` 0 7 0 7 0'. 7 0.0655 3,0625 t, 228 min 46.7682 0 -0.0256 0 0 0 0 0 0 0 0 7 229 10 M128 ::max 47.8958 7 0.0269 7:• 0 7 0 7 0" :7 0.0604 ` 3.7917 ' 230 min 47.8958 0 -0.0318 0 0 0 0 0 0 1 0 _ 0 0 231 10-'' `'M129. max 30,884 ` ' 7,5: 0.0143 7 5 ' 0 7.5 0 7.5 ?: 0t "7.5 0.1581 +.' 5.7813 232 min -30.884 0 -0.0486 0 0 0 0 0 0 0 ; 0.0172 I 0 233 10. :' M130 max 37.2624 6.5833 ;0.0436 65833 i0 .6.5833 0 6..5833 0s 6.5833 :0.1541 1.3715 234 min -37.2624 0 -0.0117 0 0 0 0 0 0 0 0.0411 6.5833 235 '> 10 M131 max ;.-3.1.3478 :16.9167 ' 0.092 16 91.67 ':0 16.9167 0 ' 16.91.67 0 .- 16 9167 :i0.1901 5.9913 min m -31.3478 0 -0.05 0 0 0 0 0 0 0 ' -0.3137 16.9167 237 -: 10 'M132 max 3.1,3478 ':,16,9167!: 0.05 1.6 91.67 0 :16.9167. 0 16'.91.67 0 16.9167 O'.1901 10.9253 238 min -31.3478 0 -0.092 0 0 0 0 0 0 0 ' -0.3137 0 239 10 " . :M133 •max. 37.3088 'i 6.5833 0.0115 '6 5833 .0 >6.5833. 0 '6i5833( 0 6 5833 '0 1552 5.2118 240 min -37.3088 0 -0.0438 0 0 0 0 0 0 0 0.0411 0 241 10 `1M.134 . max 31.0339 7.5 00488 715 `:0 7.5 0 7.5 0;' 7.5 '0.1592 1.7188 :1.,' 242 min -31.0339 0 -0.0141 0 0 0 0 0 0 0 0.0171 7.5 243 ! 10 M135 max - :4:7.6729 7 0.0318 7'. `0 7 0 7 i 0 :7 00603 3.2083 '- 244 min 47.6729 0 -0.0269 0 0 0 0 0 I 0 0 0 7 245 10 M1'36 riiax 46.7749 7 0:0254 7 0 7.1 0 7 0 7 0.0664 : 4.0104 246 min 46.7749 0 -0.0334 0 0 0 0 0 • 0 0 0 j 0 R1SA-3D.NET version 18.0.0.35694 [Building frame.r3d] R;,2� Page 6 Company : TMRippey Consulting Engineers 5121/2020 Designer : kjaycox 5:22:38 PM Job Number : 20048 Checked By , .17.ia TSC lEK COMPANY Model Name : Building braces Maximum Member Section Forces(Continued) LC Member... Axial [k] Loc f- y Shear"k1 Li ft] z Shear[k] Loc[ft] Torque[... Loc[ft] X-y Mom... Loc[ft] z-z Mom... Loc[ft] •247 10r M137 max -33.5541 :: 7.5 0.0151 7.5 0 7.5 0 7.5 0 7.5 0.1646 5.7031 248 min -33.5541 0 -0.0479 0 0 .0 0 0 0 0 0.028 0 249 10'. M138 max -40.1722 6.5833 0.0427 6.5833 0 6.5833 0 6.5833 0 6.5833 0.1605 ''+ 1.5087 250 min -40.1722 0 -0.0126 0 0 0 0 0 0 0 0.0521 6.5833 ' 251 ` 10 M139 max -34.5255 ? 16.9167 0.0935 16.9167 0 16.9167 0 ! 16.9167 0 16.9167 0.1922 "5.8151 252 min -34.5255 0 -0.0485 0 0 0 0 0 0 0 -0.3282 16.9167 253` 101 M140" max -34.5259 16.9167:. ' t0 0464. 16.9167 0 16.9167 0 16.9167 0 16.9167 0.2111 11.454 254 min -34.5259 0 -0.0955 0 0 0 0 0 0 0 -0.3326 0 255 10 ' M141 max -44.8221 ? 6.5833 0.0246 6.5833 0 6.5833 0 6.5833 • 0 6.5833 0.1387 3.6345 256 min -44.8221 0 -0.0306 0 0 0 - 0 0 0 0 0.0827 0 257 10 M142 .: max 41.9526 7.5 0.0248 7.5 0 7.5 0 7.5- 0 7.5 0.1893 `' 4.5313 258 min -41.9526 0 0.0381 0 0 0 0 0 0 0 0.1027 0 259 10 M143 -..;max 15.578 '`. .. 7 0.0512 7 0 7 0 7 0 7 _ 0.156 0.875 260 min 15.578 0 -0.0076 0 0 0 0 0 0 0 0 7 261 10. M144 max 11.4403 0 0.02 7.0836 0 7.0836 : 0 7.0836 0 7.0836 0.0237 3.0991 262 min -11.4689 7.0836 -0.0154 0 0 0 0 0 0 0 -0.0164 7.0836 263-' 10's M145 max -17.6127 0 0.0038, 6.9619 0 6.9619 0 6.9619 0 6.9619 0.0796 6.1642 264 min -17.6408 6.9619 -0.031 0 0 0 0 0 0 0 -0.0164 0 265 10 M146 max -24.1406 l; 0 0.0294 7.702 0 7.702 0 7.702 0 7.702 0.0865 1.8453 266 min -24.1717 7.702 -0.0091 0 0 0 0 0 0 0 0 7.702 267 10 M147 max -18.8827 7.7022 0.0.106 7.7022 0 7.7022 0 7.7022 0`. 7.7022 0.0778 5.6162 266 min -18.9138 0 -0.0279 J 0 0 0 0 0 0 0 0 0 269 '' 10 ': • M148 max -12.4041 6.9619's 0.03'. . 6.9619 0 6.9619 0 6.9619 ' 0 6.9619 0.0688 0.9428 270 min -12.4322 0 -0.0048 0 0 0 0 0 0 0 -0.0211 6.9619 271.'> 10 M149 Max 6.2824 < 7.0833 0.0147 7.0833 0 7.0833 0 7.0833 0; 7.0833 0.0217 4.132 272 min _ -6.311 0 -0.0207 0 0 0 0 0 0 0 -0.0211 0 273 10., M150 max -6.6305 s 0 0.0207 •70836 0 7.0836 0 7.0836 0 7.0836 0.0218 2.9515 274 min -6.6591 7.0836 -0.0148 0 0 - 0 0 0 0 0 -0.0208. 7.0836 275 'z 10 " M151 max -12:7207 : 0 0.0053 ' 6.9619 0 6.9619 0 6.9619 0 6.9619 0.0664 5.8741 276 min 12.7488 6.9619 -0.0295 0 0 0 0 0 0 0 -0.0208 0 277 10 M152 .. max -19.1643 '` 0 0.0275 7.702 0 7.702 0 7.702 0 7.702 0.0757 2.1662 278 min _ -19.1955 7.702 -0.011 0 0 0 0 0 0 0 0 7.702 279`• . 10 M153 max -19.1256 7.7022 0.011 7.7022 0 _ 7.7022 0 7.7022 0 7.7022 0.0756 5.536 280 min -19.1567 0 -0.0275 0 0 0 0 0 0 0 0 0 281 ! 10 M154 max -12.6786 6.9619 0.0295 6.9619 %'0 _ 6.9619 0 6.9619 0 6.9619 ":0.0663 1.0878 282 min -12.7067 0 -0.0053 0 0 0 0 0 0 0 -0.0209 6.9619 283 ? 10 M155 max _';6.5793 7.0833 0.0148 7.0833 0 7.0833 0 7.0833 0 70833 0.0218 4.132 284 min -6.6079 0 -0.0207 0 0 0 0 0 0 0 -0.0209 0 285 10 M156 max -6.2912 ,:> 0 0.0207 7.0836 0 770836 0 7.0836 0 7.0836 0.0217 j 2.9515 286 min -6.3198 7.0836 -0.0147 0 0 0 0 0 0 0 -0.0211 7.0836 287 . 10 -M157 max -12.4024 0 •'0.0048:. 6.9619 0 6.9619 0 6.9619 0 i 6.9619 0.0688 6.0192 RISA-3D.NET version 18.0.0.35694 [Building frame.r3d] 1 ,1&1. i Page 7 Company : TMRippey Consulting Engineers 5/21/2020 Designer : kjaycox 5:22:38 PM • Job Number : 20048 Checked By: A NEMETSCbIEK COMPANY Model Name : Building braces Maximum Member Section Forces(Continued) LC Member,.. Axial[k] Loc[ft] y Shear[k] Loc[ft] z Shear[k1 Loc[ft] Torque[... Loc[ft] yy Mom.... Loc[ft] z-z Mom... Loc[ft] 288 min -12.4305 6.9619 -0.03 0 0 0 0 0 0 0 -0.0211 0 289 10 M158 max 18.8778:t. Q 0'.0279 7.702 0 7.702 0 7.702 0' 7.702 0.0778 2.0859 r 290 min -18.909 7.702 -0.0106 0 0 0 J 0 0 0 0 0 7.702 iii.291:iii.. 10`' `M1.59 - :"max "=24.1908' 7.7022 0.0091 77022 '0 7.7022 '+ 0 77022 .0 7•7022 `0.0866 " 5.8569" 292 min -24.2219 0 -0.0294 0 0 0 0 0 0 0 0 0 iiii293 10 M160 '.max 17.6554 6.9619. `0'.031 ;6:9619 ':0;iiiiiiii iii..8.96.19i.ii iiiiiiiiiaiiiiiiii6.9619 0' 6..9619 -0.0798 0.7977 -: 294 min -17.6835 0 -0.0038 0 0 0 0 0 0 0 -0.0164 6.9619 295 10; sM1.61 max 41.4769' iiii7.0833iiii•••••'•:•••0.0154 ' 7:0833 0 7.0833 ' iiiiiiii 0 7.0833 0 7.0833 0.0237 3.9844 + • 296 min -11.5055 0 -0.02 0 0 0 0 0 0 0 -0.0164 0 Asd360 \crv. YVl .-Y"'s LV ov-ex- \. 07, fps 4 LC Member Shape UC Max Loc[ft] Shear UC Loc[ft] Dir Pnc/om [k] Pnt/om [k] Mnyy/om... Mnzziom... Cb Eqn 1 10: M1 . W12X53 0.308' '.0 0.016 37.5 y 232.6199 ' 336.2874 ':52.2754 139 9401 2!2469 : H1-1a '' 2 10 M7 LL2.5x2.5... 1.361 3.7165 0.002 7.433 y 24.9145 51.3054 2.9547 , 2.1749 1 H1-1a 3 10:' M11 LL2x2.5x..'i 1.111• 37165 0.002 7.433 y 14.0559 i•46.1317. 2.9777" 1.4391 1 H1-1a 4 10 M12 LL2.5x2x... 1.157 4.0326 0.001 8.4159 y 13.9974 35.3533 1.4515 1.5786 1.1364 H1-1a 'iiiii5 10' M 13 LL2x2.5x.:, 0.045: '3 1758 '••0.001 6.4867 '> y 18.4305 . :46.1317 %' 2.9777 1-4449 / 1 H•1-1 b ; 6 10 M14 LL3.5x2.5... 0.139 0 ' 0.001 9.5839 y T 27.01 62.515 3.0122 4.0794 1.1364 Hi-lb* T 10'. M15: LL2x2x4x0 0.71.0; =4.9748 ':0.000 i;.: 8.3785 •i yi'iriiiiiiii;ii,i10.2893iiii Iii 40.7425 ` 1.925T. •••1':3651 1 <; H1-la - 8 10 M16 LL2x2.5x... 0.162 0 0.000 4.4628 y 29.881 46.1317 2.9777 1.4567 1 H 1-1 b* 9 10' M21 : LL2x2.5x. :T 1.770- 4,0601 r's0.001 8.4733 y 1.3.:6613 34.8615 1 1.4517 1'5755 1 1364 1-11-1a =r• 10 10 M22 LL2x2.5x... 0.091 3.1771 0.000 6.4893 y 18.4168 46.1317 2.9777 1.4449 1 • H1-lb 'iiiii11 10 =M23 LL3.5x2.5.,. 0.329'' 4i491 ":•0.001 9.5809 ' y 270228 =62.515 3'0122 '40795 11364 ' Ht-la 12 10 M29 • LL2.5x2.5... 0.127 4.4628 0.000 4.4628 y 39.5436 51.3054 2.9547 2.2153 1 H1-1b* 13"' 10' '•iiM30 LL2x2x4x0 0.002` 13;6667 ''0.000 -•i13.6667;: y 3.8672 . -40.7425 ;:iiiiilt9257iiiii iiiili.3201iii.' 1::•i•iiiii;.;;:i.H1-1b 14 10 M31 LL2x2x4x0 0.004 13.6667 0.000 13.6667 y 3.8672 40.7425 1.9257 1.3201 H1-1b 15 `> 10, •M32 W1.2X53:- 0.3895 i347656 '0.229 '• 37.5 yr; 1:92:4186 ''336.2874 52.2754 1082113 : H1-113 16 10 M33 LL2x2x4x0 0.386 3.4024 0.000 8.3751 y 10.2978 40.7425 1.9257 1.3652 1 H1-1a 17 10+' M34 . ST6X13... 0.863;' 67421 :'0.145 ` 6.7421. ` y 65.5225 84.9169 7.7342` '42084 1.c2679 H1-la 18 10 M35 ST6X13.... 0.875 0 0.127 0 y 65.8104 84.9169 7.7342 4.2084 2.2668 H1-1a 19 r 10` :M36 `ST6X13..: 1.117:< 6.9899 ''0.133 6.9899 y = 65 1609 . ::::-.84.9169:...: •••. 7.7342' 4 2084 1.5967 HI-1 a 20 10 M37 ST6X13.... 1.285 0 0.121 0 y 66.0056 84.9169 7.7342 4.2084 2.4001 HI-la 21 .10:i' M38 S776X13.... 1.249` '0 . 0.126 0 y 65..8009 84.9169 7.7342' 4.2084 . 1'.3278 H1-1a 22 10 M39 ST6X13.... 1.405 3.4927 0.130 0 y 65.908 84.9169 7.7342 4.3036 1.1854 Hi-la 23 10' M40 ST6X13.. . 1.482< . "2.9554 0.129 i 6.448 y !: ' 65 908 84.9169 ;. . 7.7342 4 3036 1.1794 H 1-1 a 24 10 M41 ST6X13.... 1.307 6.5333 0.126 6.5333 y 65.8009 84.9169 7.7342. 4.2084 1.2803 H 1-1 a 25 1.0.- ::M42 ST6X13....; 1.355' 63666 0.122 6.3666 y `66:0068 >.84.9169 7.7342 4.2084 2[4067 '••H1-la 26 10 M43 ST6X13 ... 1.239 0 0.135 0 y 65.0577 84.9169 7.7342 4.2084 1.5774 -1H1-1a 27 ' 10 M44 ST6X13...." 1.032 6t4602 0.123 6.4602 y••••:' 658929 :84.9169 7.7342' 4.2084 2.0369 H1-1a 28 10 M45 ST6X13.... 1.104 3.9329 0.143 0 v 65.5225 84.9169 7,7342 4.3036 1.2407 H1-1a rifii•ii29iiiii iiiiiiiiiit0iiiiiiii ,•M.4T W 12X53 .- 0.356;` 0;- ::0.013 37.5 : y iiiiiiiii iii19241.86":; ':336.2874 iii52.2754iii••••::::1.0.8.2.:11•3:'••:•;: -1 HI-1 a RISA-3D.NET version 18.0.0.35694 [Building frame.r3d] ' S Page 8 Company : TMRippey Consulting Engineers 5/21/2020 Desig : kjayx 5:22:38 PM ;:. Job N nu : 20048co Checked By: AMEMETSCHEK COMPANY Model Name : Building braces Asd360 (Continued) LC Member Shape UC Max Loc[ft] Shear UC Loc[ft] Dir Pnc/om [k] Pnt/om [k] Mnyy/om... Mnzz/om... Cb Eqn 30 10 M48 • LL2x2x4x0 0.002 13.6667 0.000 13.6667 y 3.8672 40.7425 1.9257 1.3201 1 H1-1b 31 ::10 ':M49 •LL2x2x4x0 0:002 0 '•0.000 ''.'",',"1 3'.666T' y': 3.8672 '40.7425 , 1 9257 1.3201 1 H1-1b '` 32 10 M51 ST6X13.... 1.242 0 0.122 0 y 66.0056 84.9169 7.7342 4.2084 2.4127 Hi-la 33" =:1.0 M52 LL2x2x4x0 0'407 `3:4024 0.000 ' 8.3751 y:`' 102978 40.7425 f '1`.9257 13652 .1... ....:::.-.1.'.::::::'::.-':--...': 34 10 M53 • L3.5x2.5... 0.316 4.491 0.001 9.5809 y 27.0228 62.515 3.0122 4.0795 1.1364 H1-1a 35'< `10: -M54 ' ST6X13.... 1'.078 '6.9899 . :!'0.133 6.9899 65s1609 :'.84.91691' 77342: 42084 1.6199 H1-:1a 36 10 M55 LL2.5x2.5... 0.128 4.4628 0.000 4.4628 y 39.5436 51.3054 2.9547 2.2153 1 H1-1 b* 37 > :10 " M56 ST6X13..s' 0`.847 0 0.127 0 4.,; 65:8104 .,:'84.9169.:',::.:. 7:7342 4.2084 2.3198 H1-la -' 38 10 M57 ST6X13.... 0.835 6.7421 0.146 6.7421 y 65.5225 84.9169 7.7342 4,2084 1.282 H1-1a 39 10: `M58 ' LL2x2.5x.: 0.087 31771 0.000 6.4893E y;'< 18.4168 ::46.1317 2.9777: 1.4449 'i 1 H14b 40 10 M5• LL2x2.5x.,. 1.72 4.0601 0.001 8.4733 y 13.6613 34.8615 1.4517 1.5755 1.1364 H1-la 41" 10 M60 LL2.5x2.5.'.. 1.334; 3:7165. 0.002 7.433 " ''''24.9145 51.3054 2.9547 2.1749 ' 1 Hi-la 42 10 M62 ST6X13 ... 1.359 3.4927 0.131 0 �' 65.908 84.9169 7.7342 4.3036 1.1858 43`' 10' 'M63 ST6X13... ; 1'.202: :i•0 ;>0.126 0 y 65 8009 i8 4.9169 7.7342i 4.2084 1 3254 H� 44 10 M68 LL2x2x4x0 0.404 4.9748 0.000 8.3785 y 10.2893 40.7425 1.9257 1.3651 1 H1-la 45' 10 M69 :ST6X13r.. 0.828 4'.0031 0.145 0 y 655225 ' 84.9169 : 7.7342 4.3036 1'.2632 H1-1a . ' 46 10 M70 LI 7x2.5x... 0.167 0 0.000 4.4628 y 29.881 46.1317 2.9777 1.4567 1 H1-1b* 47 ': 10 M71 ".ST6X13.: '. 0.835' 6.4602 0.125 ->' 6.4602 ' y s r65.8929 ' 84.9169' 77342 -4.2084 2;3743 H1-1a 48 10 M72 ST6X13.... 1.251 6.3666 0.122 6,3666 y 66.0068 84.9169 7.7342 4.2084 2.4666 Hi-la 49-' 111` ":M75 •ST6X13... 1.1.99= 6 5333 :' 0.126 6.5333 y " 65.8009 "84,9169 7:7342 `4.2084 1.317 ' H1-1 a: 50 10 M76 ST6X13 ... 1.358 2,9554 0.131 6.448 y 65.908 84.9169 7.7342 4.3036 1.1861 H1-la 51 10' 4i •9 LL2x2 5x 1.705 4.0326 `0.001 8.4159 y 13`.8207' `34.8615 " 1.4517> 1.57.67 1 1364 ' H1=1a 52 10 M80 L2 5x2 5 . 1.337 3.7165 0.002 7.433 y 24.9145 51.3654 2.9547 2.1749 1 H1-1 a 1 53 10• M81 . LL2x2.5x..' •0.088' 3,1758 .0.001 =-6.4867:- y = 18'4305. -;46.1317 2.97771< 1.4449 ' 1 H1-1b ' 54 10 M82 ST6X13.... 1.087 0 • 0.135 0 , y 65.0577 84.9169 7.7342 4.2084 1.6069 H1-1a 55 • 10" M83 ..'LL3.5x2.5. 0.318^ `4.4924 0.001 `- 9.5839"' y ' ••:•27.01 62.515 3.0122= 4 0794 1 1364 H 1-1 a 56 10 M86 ST6X13.... 1.336 ' 0 0.121 0 y 66.0056 84.9169 7.7342 4.2084 2.3081 H1 la 57 10' `.M87 LL2x2x4x0 0.707 3'.4024 0.000 8.3751 y. 10.2978 40.7425 ? 1.9257 1t3652 `1 H1-1a 58 10 • M88 LL3.5x2.5... 0.139 0 0.001 9.5809 y 27.0228 62.515 3.0122 4.0795 1.1364 1-11-1b' 59 10: M89 ST6X13... 1.219s 6.9899 0.132 6.9899 y " 65 1609 -'84.9169 7.7342 i 4.2084 1.6229 H1-1.a. 60 10 M90 L2.5x2.5x4 0.362 2.6498 0.000 4.4628 y 13.3935 25.6527 0.7409 1.5332 1.1364 H2-1 61 'r: 10`' M91 ST6X13... 1.010:+ 0: ` 0.122 0 y`•• 65.8104 '"'84.9169 7.7342? 4.2084 1'9405 H1-1a 62 10 M92 LL2x2.5x... 0.045 3.1771 0.000 6.4893 1 y 18.4168 46.1317 2.9777 1.4119 1 H1-lb 63 10: M93 LL2.5x2.5.'.. 0.821< 41484 0.001 8.4733 ' y "20 0679 :'5.1.3054 ''•> 2.9547 2}1.607 1 ` H1-1 a ": 64 10 M94 ST6X13.... 1.311 0 0.127 0 y 65.8009 84.9169 7.7342 4.2084 1.282 Hi-la 65 10ii- '-M98 'LL2x2x4x0 0.386: 4..9748 0'.000 '• 8,3785 y +' 10 2893 40.7425 1.9257 1 3651 '1 H1-1a 66 10 M99 LL2x2.5x... 0.167 0 0.000 4.4628 y 29.881 46.1317 2.9777 1.4567 1 H1-16' 67 "> 10 i M100. S17.6X13.... : 0.865 !6i4602 '-.0.125 6.4602 y 65]:8929 84.9169 7.7342[ 4 2084 23172 H1-1a• 68 10 M101 ST6X13..,. 1.294 6.3666 0.122 6.3666 y • 66.0068 84.9169 7.7342 4.2084 2.4538 H1-1a 69 :` 10:;: M103 ;ST6X13 'f.246': 65333 '0.126 6.5333 'r 658009 :84.9189 . ? 7.7342 4'2084 13188 1,711-1:a 70 10 IIIIv 1• LL2x2.5x...' 1.7., 4.0326 0.001 8.4159 y 13.8207 34.8615 1.4517 I. 1.5767 1.1364 H1-1 a RISA-3D.NET version 18.0.0.35694 [Building frame.r3d I '?..Ate Page 9 tna Company : TMRippey Consulting Engineers 5/21/2020 Designer : kjaycox 5:22:38 PM '' Job Number : 20048 Checked By: ANEMETSCHEK COMPANY Model Name : Building braces Asd360(Continued) LC Member Shape UC Max Lac[ft] Shear UC Loc[ft] Dir Pnc/om[k] Pnc/om [kJ Mnyy/om... Mnzz/om... Cb Eqn 71::! 10 M106 LL2x2.5x.:' 0.091 3.1758 ' 0.001 6.4867• ya 18i4305. s'46.1317': 2.9777 1?4449 1 H1-11:) 72 10 M107 ST6X13.... 1.127 0 0.135 0 y 65.0577 84.9169 7.7342 4.2084 1.5846 HI-la 737,> 10 M108 'LL3.5x2.5.2. 0'329 4.4924 :0.001 9.5839'> y 27.01 `62.515 3.0122 4.0794 1364 H1-la ' 74 10 M111 LL2.5x2.5... 1.360 3.7165 0.002 7.433 y 24.9145 51.3054 2.9547 2.1749 1 H1-1a 75 ' 10 =M112 ' 'ST6X13... 0 86.51 3.9329 ' 0.145 0 yi 65.5225: :::::::84.9169'..::: •••;i;;;;;:;:•;7 7342 4 3036 ,. 1 2609 HT la' 76 10 M113 LL2x2x4x0 0.005 13.6667 0.000 13.6667 y 3.8672 40.7425 1.9257 1.1707 1 H1-lb 77 <10' :.M115 ''ST6X13...'. 1'404:' t2.9554 0.130 6.448 • y`' 65908 ?.84.9169 77342 4.3036 1.'1856 ;' H1-la -" 78 10 M116 ST6X13.... 1.481 - 3.4927 0.129 0 y 65.908 84.9169 7.7342 4.3036 1.1792 ' 111-la 79:`; 10 M117 1.1.2x2x4x0 0.002 1•3.6667 0.000 13.6667 y` '3`.8672 40.7425i 1.9257 13201 1 H1-1b 80 10 M119 LL2.5x2.5... 0.997 3.7165 0.002 7.433 ; y 24.9145 51.3054 2.9547 2.1749 ; 1 H1-1a 81 `10 M120 816X13..'. 1.110: 2s8795 0.142 6.7421' I y'` 65.5225 '=84.9169 i 7.7342 4'3036 I 1.2333 H1=1a 82 10 M121 W12X53 0.323 34.7656 0.234 37.5 y 192.4186 336.2874 52.2754 139.9401 2.0106 H1-1b 83 ! 10" M25 LL2x2x4x0: 0118: 4:0425 :0.002 8.0849•;;r y..' 11:0502 ?40.7425 119257 113676 1 1711-lb'.: 84 10 M26 LL2x2x4x0 0.338 2.4163 0.000 5.6577 y 21.0001 J 40.7425 1.9257 1.3883 1 H1-1a 85.r 10` M27 'LL2x2x4x0 0.092 3!2862 0.002 6.5725'' y;; 16.6578 `40.7425 1.925T. 1'.3805 1 H14b 86 10 M28 LL2x2x4x0 0.149 0 0.000 3.0338 y 33.6733 40.7425 1.9257 1.4066 1 H1-1b* 87" 10? M17 'LL2x2x4x0 0.119`' 4 0432 0.002 8.0865;' v 11.046 40.7425" 1.9257 1.3676 1 H1-1 b 88 10 M18 • LL2x2x4x0 0.342 2.4163 0.000 5.6578 y 20.9996 40.7425 1.9257 1.3883 1 H1-1a 89 ' 1.0i. M19 , 'LL2x2x4x0 0.092 '312862 -0.002 6.5723:' y 16.6584 ';40.7425 1.9257 1.3805 1 H1-1b 90 10 M20 LL2x2x4x0 0.150 0 0.000 3.034 y 33.6727 40.7425 1.9257 1.4066 1 H1-1b` 91 :' 10 M50 :'LL2x2x4x00 0.118 4 0425 0.002 3 8.0849 y ? 11 0502 J 40.7425 1.9257 1 3676 1 j H 1-1 b ' 92 10 M66 1.12x2x4x0 0.337 2.4163 0.000 5.6577 y 21.0001 40.7425 1.9257 1.3883 1 H1-1a 93 10' 14.165.. :LL2x2x4x00 0.091= .. t32862 s0.002 ' 6.5725 y. 16.6578 '40.7425 1.9257 1.3805 1 H1-11D 94 10 M64 LL2x2x4x0 0.148 0 0.000 3.0338 y 33.6733 40.7425 1.9257 1.4066 1 H1-1b* 95 10 M78 .LL2x2x4x0 0.118'+ - .'4.0432 0.002 it 8.0865 ` y 11'..046 '40.7425 ' 1.9257 1 3676 1 1711-110 96 10 M74 LL2x2x4x0 0.338 2.4163 0.000 5.6578 y 1 20.9996 40.7425 1.9257 1.3883 1 H1-1a 97 '. 10' M73 'LL2x2x4x0 0.091` 3 2862 :0.002 > 6.5723 y s 1.6.6584 I :40.7425 1.9257t 1'.3805 1 H1-1 b 98 10 M77 LL2x2x4x0 0.148 0 0.000 3.034 y 33.6727 40.7425 1.9257 1.4066 1 H1-1b* 99 10 M85 LL2x2x4x0' 0.119: 4i0425 0.002 'r' 8.0849 y; 110502 40.7425 1.9257' 13676 1 H1-1b 100 10 M97 LL2x2x4x0 0.342 2.4163 0.000 5.6577 y 21.0001 40.7425 1.9257 1.3883 1 H1-1a 101° 10= M96 LL2x2x4x0 0.092r 32862 0.002 6.5725 ? y 16i6578 40.7425 1.9257: 1 3805. 1 H1-lb ' 102 10 M95 LL2x2x4x0 0.150 0 0.000 3.0338 y 33.6733 40.7425 1.9257 1.4066 1 H1-1b` 103= 10:': !M104 'LL2x2x4x0 0.118 40432 `0.002 8.0865 y 11 046 ;;;40.7425 1.9257 1 367fi ! '•1 HI-1.b.: 104 10 M102 LL2x2x4x0 0.339 2.4163 0.000 5.6578 y 20.9996 40.7425 1.9257 1.3883 4 1 H1-1a 105 a 10 M110. LL2x2x4x0 : 0.092: =3'.2862 f•0.002 `' 6.5723- y 16`.6584 :40.7425 1.925T 13805 1 H1-1 b 106 10 M109 LL2x2x4x0 0.149 0 0.000 3.034 y 33.6727 40.7425 1.9257 1.4066 1 H1-1b* 107 10'< M114 314x8.5(..'." 0.454 518333 '0.004 0 y` 1 :39'.651 53.1627 3.90031: 1.8232 - 1 ' H1-1 a 108 10 M118 ST4x8.5 (... 0.883 3.6719 0.003 7.5 y 38.2897 53,1627 3.9003 1.8232 , 1 H1-ia 109 a 10' M122 ST4x8.5(.. 0.919':; 24002 0.003 6.5833 ' y 40'.6192 53.1627 3.9003 1.8232 ''1 H1-1 a - 110 10 M123 ST4x8.5 (... 0.812 16.9167 0.008 16.9167 y 11.688 53.1627 3.9003 _ 1.8232 111 " 1.0s: M124 ST4x8.5 (:..' 0.810:' j G 0 008 0 y:: 11.688 "'.'53.1627 3.9003 1.•.8232 ( Hi-la :H1-1a RISA-3D.NET version 18.0.0.35694 [Building frame.r3d] ,`-f Page 10 Company : TMRippey Consulting Engineers 5/21/2020 1RIS ._ Designer : kjaycox 5:22:38 PM P Job Number : 20048 Checked By A NEME'SCHEK COMPANY Model Name : Building braces Asd360(Continued) LC Member Shape UC Max Loc[ft] Shear UC Loc[ft] Dir Pnclam [k] Pntiom [k] Mnyy/om... Mna/om... Cb Eqn 112 10 M125 ST4x8.5 (... 0.836 5.1432 0.004 0 y 40.6192 53.1627 3.9003 1.8232 1 H1-la 113` 10: M126 ST4x815(. 0.715 1 7:188 0.004 7.5 y'' ':38:2897 .53.1627' "3.9003 1.8232 1 111-1a: 114 10 M127 ST4x85 (... 1.211 3.0625 0.003 7 y 39.651 53.1627 3.9003 1.8232 1 H1-1a 115: 10 `M128 ::ST4x8.5(:' 1'.237 3`.7917 J 0.003 0 y" 39.651 9.53.1627 : 3.9003 1.8232 1 H1-1a 116 10 M129 ST4x8.5 (... 0.658 5.7813 0.004 0 y 38.2897 53.1627 3.9003 1 1.8232 1 H1-la 11.7+ 10' ;M130 'ST4x8.5(.:`. .0.776' 1s3715 z'.0.004 >: 6.5833" y`• 406192 53.1627'•'• 3.9003 1:8232 1 H1-la 118 10 • M131 ST4x8.5(... 0.743 16.9167 0.008 16.9167 y 11.688 53.1627 3.9003 1.8232 1 �H1-1a� 119 10. ,'M132 >ST4x8.5(. . 0.743' G.0 -0.008 0 y.:" 11'.688 :'53.1627 ! :;3.9003 1.8232 1 H1-1a' ' 120 10 M133 ST4x8.5 (... 0.777 5.2118 0.004 0 y 40.6192 53.1627 3.9003 1.8232 1 H1-la 121•' 1.0; M134 'ST4x8.5( 0.661' 17186 . '0.004 7.5 i y 382897 `53.162T' 3!9003 1;8232 1 H1-1a 122 10 M135 ST4x8.5(... 1.232 3.2083 0.003 7 y 39.651 53.1627 3.9003 , 1.8232 1 H1-la 123' 10• M136 ST4x8.5(::: 1.212 4.0104 "0.003 0 y '39'.651 53.1627 3.9003 18232 1 ?•• H1-1a 124 10 M137 ST4x8.5 (... 0.711 5.7031 0.004 0 y 38.2897 53.1627 3.9003 1.8232 1 Hi-la 125: 1:0 'M138 ST4x8.5(. 0.834' -1'.5087 '[:0.004 6.5833<' y i '40.6192 .53.1627 3 9003` 1.8232 , 1 H1-1a 126 10 M139 ST4x8.5 (... 0.809 16.9167 0.008 16.9167 y 11.688 _ 53.1627 3.9003 1.8232 1 H1-la 127 :10 M140 : ST4x8.5 ( 0.812 0 0.008 0 y..; 14.688 53.1627 3.9003' 1.8232 1 HI-1a 128 10 M141 ST4x8.5(... 0.911 3.6345 0.003 0 y • 40.6192 53.1627 3.9003 - 1.8232 1 H1-la 129'' 10 M142. :`ST4x8.5(.: 0.881`` 4`.5313 .'0.003 0 y :38.2897 53.1627 ' : 3.9003 1`.8232 1 H1-1 a '• ErE 130 10 M143 ST4x8.5 (... 0.469 0.875 0.004 1 7 y 39.651 53.1627 3.9003 1.8232 1 H1-1a 131< 10 M144. L'L2x2x4x0' 0.297 :3'.0991 i 0.002 : 7.0836 y i 14'.3952 :40.7425 i. 1:9257. 1`.2878 1 H1-1a 132 10 M145 LL2x2x4x0 0.488 6.2367 0.002 0 y 14.9027 40.7425 1.9257 1.2903 1 H1-1a 133-' 10t M146 LL2x2x4x0 0.653 1'8453 0.002 7.702. ' y ; 1121765 40.7425 1.9257: 12756" 1 HI-la 134 10 M147 LL2x2x4x0 0.518 5.536 0.002 0 y 12.1757 40.7425 1.9257 1.2756 1 H1-la 135••: 10::: M148 LL2x2x4x0 0.352" '-0.9428P 0.002 6.961.9 y 14.9027 40.7425 1.9257•: 1':.2903 - 1 1.41-1a 136 10 M149 LL2x2x4x0 0.094 4.132 0.002 0 y • 14.3962 40.7425 1.9257 1.2878 1 HI-lb 137 ` 10;i M150 LL2x2x4x0' 0.098ii =2.9515 •:•'0.002 7.0836" y ,: 143952 .40.7425 ' 1.9257 1'2878 = 1 H1-11D 138 10 M151 _ LL2x2x4x0 0.359 5.9466 0.002 0 y 14.9027 40.7425 1.9257 ! 1.2903 1 H1-1a 139 10`:. M152 LL222x4x0 0.523" ';2.2464 0.002 7.702 .................................................. 121765 40.7425 ' 1.9257` 1.2756 , 1 H1-la 140 10 M153 LL2x2x4x0 0.522 5.4557 0.002 0 y 12.1757 40.7425 1.9257 1.2756 1 H1 1a 141 10` M154 LL2x2x4x0' 0.357' 1.0153 0.002 6.9619 y :14.9027 . ':=40.7425 ' ; 1.9257:' 1'.2903 1 H1"1 a 142 10 M155 LL2x2x4x0 0.098 4.132 0.002 0 y 14.3962 40.7425 1.9257 1.2878 1 H1-lb 143 • 10' M156 LL2x2x4x0 ` 0.094:' 2.9515 0.002 7.0836 y 14.3952 ' 40.7425 1.9257 12878 1 H14b••••• 144 10 M157 LL2x2x4x0 0.352 6.0192 0.002 0 y 14.9027 40.7425 1.9257 1.2903 i 1 H1-la 145 " 10r M158 LL2x2x4x0 0.518 2.1662 0A02 7.702 y ;; 12.1765 40.7425 1.9257' 1.2756 1 H1-1a L 146 10 M159 LL2x2x4x0 0.654 5.8569 0.002 0 y • 12.1757 40.7425 1.9257 1.2756 1 H1-la 147 10 M160 LL2x2x4x0- 0.489 0.7252 .0.002 ('i6.9619.? y 149027 r40.7425 1.9257+ t2903 1 '• H1-1a - 148 10 M161 LL2x2x4x0 0.298 3.9844 0.002 0 y 14.3962 40.7425 1.9257 1.2878 1 H1-1a • RSA-3D.NET version 18.0.0.35694 [Building frame.r3d] .. As Page 11 iIRI I SA Company : TMRippey Consulting Engineers ''' .Designercib Number kjaycox,,,,i. 5/21/2020 4:52:52 PM Checked By: A NEMETSCHEK COMPANY Model Name : Building braces -Roo-r\- 'i^r,-umo-t,vs -\-\tt.A.) C.bri.dit-ra h ,),.)/ Load Combinations Des... Solve PDelta SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 1. D+L Y ' 1 1 2 1 3 1 2 1. D... C ' 1 1 2 0.75 3 0.75 4 - 0.75 3 1. D C 1 1 2 1 a „. 5 1 4 2. D+L C 1 1 6 1 7 1 5 2.D... • C 1 1 6 0.75 7 0.75 4 0.75 6 2. D... C 1 1 6 1 5 1 7 3. D+L C *1 1 8 1 9 ' 1 - 1 8 3. D... C 1 1 8 0.75 9 0.75 4 0.75 9 3. D... C 1 1 8 1 5 I 1 ' I 10 4.T... C 1 1 5 1 I 1 11 1r. D.., Yes C 1 " 1 . 2 0.75 3 0.75 4 0.75 ' 10 -0.45 12 1. D... Yes C 1 1 2 0.75 3 0.75 4 0.75 10 0.45 ' / 13 2r. D... Yes C 1 1 6 0.75 7 0.75 4 0.75 10 -0.45 I • , I 14 2. D... Yes C 1 1 6 0.75 7 0.75 4 0.75 10 0.45 -\.... C,•"-CLY..Q...,.... CAS (, U-;071I k)..1y-La I 15 3r.D... Yes C 1 1 8 0.75 9 0.75 4 0.75 10 -0.45 , ;1 _ 16 3. D... Yes C 1 1 8 0.75 9 0.75 4 0.75 10 0.45 17 5.D... Yes C 1 1 10 0.6 • 18 5r. D... Yes C 1 1 10 -0.6 Node Displacements Node Label X[in], LC Y[in] LC Z[in] LC X Rotatio... LC Y Rotatic.. LC Z Rotatio... LC 1 Ni max 0 18 0 18 0 18 0 18 0 1 18 I 0 14 2 min 0 14 0 12 0 11 , 0 11 0 11 0 11 3 N2 • max 1.7372 11 -0.0397 18 0 18 0 17 0 11 5.9882e-04 17 4 min -1.2147 17 -0.1547 12 0 11 ', 0 11 0 17 8.6958e-0 13 5 N3 max •1.432 11 -0.0297 '18 0 ' 18 0 11 0 11 3.3015e-03 17 6 min -0.9803 16 -0.138 12 0 11 0 17 0 17 5.3788e-03 13 7 N4 max 1.7181 11 -0.0374 18 0 11 0 17 0 11 1.0479e-03 17 8 min -1.1993 17 -0.1509 12 0 17 0 11 0 17 1A444e-0 13 9 N5 max 2.0341 11 -0:018 17 0 • 11 0 16 0 11 3.6322e-03 16 10 min -1.0596 1 17 -0.0966 11 0 16 0 11 0 17 -1.8042e-0 18 11 , N6 max 1.9882 11 -0.0191 17 0 18 . 0 16 0 11 3.5623e-03 16 12 min -1.1284 17 -0.0984 11 0 11 0 11 0 17 5.7082e-04 18 13 N7 max 1.8607 11 -0.5681 17 0 18 0 11 0 11 1.1182e-04 16 14 min -1.1553 17 -1.1182 11 0 11 0 17 0 17 1.4787e-05 18 15 N8 max 1.6745 11 -0.2677 17 0 11 " 0 17 1 0 _i_ 11 2.5273e-0 17 16 min -1.2397 17 -0.5701 11 0 17 0 11 0 17 ..6518e-03 13 17 N9 max 1.7656 11 -0.559 • 17 0 12 0 17 0 11 1.1842e-0 17 18 min -1 2021 17 -1.0965 11 0 18 0 I 11 0 17 1.8453e-03 13 19 N11 " max 1.9679 11 i -0.6085 17 0 12 0 I 17 0 11 1.9058e-03 11 20 min -1.114 17 I -1.0955 ', 11 0 17 0 11 0 18 1.1585e-03 17 R1SA-3D.NET version 18.0.0.35694 [Building frame.r3d 1 lia\c\ Page 1 I �� Company : TMRippey Consulting Engineers 5/21/2020 iIRIS Designer : kjaycox 4:52:52 PM Jab Number : 20048 Checked By: ANEMErSCHEKCOMPAN' Model Name : Building braces Node Displacements(Continued) Node Label X[in] LC Y[inL LC Z finj_ LC X Rotatio... LC Y Rotatio._ LC Z Rotatio... LC 21' . N12 max 1.9456 11 -0.6682 - ' 17 0 18 0 11 0 11 4.3121e-041 14 22 min -1.1044 17 -1.2878 11 0 11 0 17 0 17 1.7674e-04 18 23 N13 max ' 1.9601 11 -0.6267 17 0 ' . 18 0 _ 11 j 0 11 -9 8861 e-04 r 17 24 min -1.0946 17 -1.2153 11 0 11 0 17 0 17 -1.7561e-03 13 25 i> N14 max 1.9487 11 -0.5416 17. 0 18 0 11 . 0 11 -1.0477e-03 17 1 26 min -1.0997 17 -1.0674 11 0 11 0 17 0 17 -1.9025e-03 13 27 "': N15 " max 1.9143 " 11" -0.423 17 0 18 0 11 0 " 11i -1.9511e-03 "c, 17 28 min -1.1174 17 -0.8537 11 0 11 0 17 0 17 -3.592e-03 13 29 '` •N16. max 1.8415. ' 11 .. -0.2598 17 0 18 0 11 1 0 11 -2 1445e-03 ': 17 30 min -1.157 17 -0,5534 11 0 11 0 17 0 17 -4.0166e-03 13 31 N17max 1.87741 11'. -0.2801 18 0 18+ 0 i 17 0 11 4.2908e-03 15 32 min -1.1889 17 -0.5424 12 0 11 0 11 1 0 17 2.5006e-03 17 33 N19 ""max 1.77 11 -0594 • 17 0 18 0 17 1 0 11 1.9738e-03, 15 34 min -1.236 17 -1.0659 12 0 11 0 11 0 17 -1.1064e-03' 17 y 35 N20 max 1.7575 11 -0.6836 17 0 18 0 17 I 0 11z 1'.8286e-03 15 1 36 min -1.2392 17 -1.2214 11 0 11 0 11 0 17 9.9996e-04 17 37 N21 max 1.7721 '11 0,7148 17 0 18 0 17 , 0 11 -1.6724e-04 18 38 min -1.2231 17 -1.2969 11 0 11 0 11 0 17 -9.5003e-04, 14 39 'N26: max 1.7197 - 11' -0.4593 17 0 11 0 . 17 0 - 11 -15804e-01 17 40 min -1.2222 17 -0.9178 11 0 17 0 11 0 17 -2.9812e-03! 13 41 N27 max 1.8668 ' 11 . " - -0.5686 2 17 0 18 . 0 . 17' 0 18 5.4537e-06 18 42 min -1.1581 17 -1.1187 11 0 11 0 11 0 11 -2.0727e-04 14 43 N28 -max 2.0157 11 -0.505 . - 17 0 ' 18 0 17 0 11 ' :3.0538e-03I. 15 44 min -1.0884 17 -0.9131 12 0 11 0 11 0 18 1.6351 e-03 17 45' N29' max 2.0646 11 -0.2912 • 18 0 •18 `' • 0 . • 17 0 18 4.956e-03 16 46 min -1.0594 17 -0.5638 12 0 11 0 11 0 11 2.9086e-03 17 47 i- N30 max 1.8058 11 -0.4653 17 0 18 0 17 0 11 3.7418e-03 >: 15 48 min -1.2217 17 - -0.8455 12 0 11 0 11 0 17 2.0749e-03 17 49 'l: N32t max 1.7686 " 11 :`- -0.0144 17 0 • 18 0 11 0 11 -i 4.5986e-03 " 16 50 min -0.7583 17 -0.0903 11 0 11 0 16 0 17 -5.0241e-03 11 51 N33 max 0 13 ` • 0: 17 .0 '18 0 • 18 '' 0 18++: 0 18 52 min 0 17 0 11 0 11 0 11 1 0 I 11 0 11 53 •N31 max 0 18' -'1 0' 17 0 18 0 18 0 18 0 18 54 min 0 17 0 11 0 11 0 11 0 11 0 11 55 N34` max 1.1904 11 0.0274 17 0 18 - 0 16 0 12 3.7471e-03 16 ` i 56 min -1.0691 16 -0.1112 11 0 11 0 11 0 18 -3.9494e-03 11 57 N35 max 1.4669 ' s 11 -0.035' 17 •:?: 0 16 0 11 0 12' 1.2153e-03 16 58 min -1.3358 16 -0.124 11 0 1 11 0 16 0 18 -1.209e-03 11 59.. `_ N36I- Trim(' 1.6069 11 05397 17 _ 0 ! 18 " 0 11 . f. 0 11 1.2919e-05 17 60 min -1.2591 17 -1.0636 11 0 11 0 17 0 17 -6.6732e-05 13 61 N37 ' max ',1.4847 1 1` 0.0373 17 0 I 18 : 0 11 0` l 12 , 7.3059e-04 17 1 RISA-3D.NET version 18.0.0.35694 [Building frame.r3d] R2.0 Page 2 Company : TMRippey Consulting Engineers 5/21/2020 • Designer : kjaycox 4:52:52 PM Job Number : 20048 Checked By Model Name : Building braces Node Displacements(Continued) Node Label X in LC Y in LC Z in LC X Rotatio... LC Y Rotatio... LC Z Rotatio... LC 62 min -1.3548 16 -0.1279 0 0 11 0 16 i 0 18 6.9161e-0 11 63', N38 max 1.6045 " 11.'" =05401 17 0 18i- 0 18 0 11 7i2275e-05 ` 8 64 min -1.2618 17 -1.0641 11 0 11 0 12 0 17 1.2313e-0• 16 651.' N40 ''max. ( 1.6915 11 05.163 17 0 18' 0 1 i 0 11 .9.9472e-0 :.: 17 66 min -1.2073 17 -1.0157 11 0 11 • 0 17 i 0 17 1.8231e-03; 11 67':: N41 'max s[1.5863 ".,• 11 '`; -02463 i 17 0 ' 1$• 0 • 11 0 .1 -2033e-03 17 68 min -1.2643 17 -0.5155 11 0 11 0 i 17 0 ' 17 3.8289e-03 11 69 N42 ;max i 1.6573 ' 11 0.4028 17 0 18 0 11 0 11 1.8857e-0 17 70 min -1.2251 17 -0.8071 11 0 11 0 71 N43 -max : 1.4238 '= 11 ` -0 2535 17 p 171 0 11 0 17 3.4138e-0 11 72 11 0 12 2:4138e-0 �:: 17 min -1.3974 16 -0.5316 11 0 11 0 12 0 11 •.4643e-03 11 73« N44 1max !1.5105 11 -0.5326 17 0 18` •• 0 11 0 17 1 1564e-03 17 74 min -1.3295 16 -1.0438 11 0 12 • 0 16 0 11 1.7968e-03 13 75 N45 max 1.6898 11 !: -0 6362 ;; 17 0 18: 0 11 0 11 3.822e-04 11 76 min -1.2108 17 -1.2314 11 0 11 0 77 `N46 max 1.7035 r 11 r -0`.5972 17 0 18: 0 17 9.396 e-04 17 78 ' '0 11 0 1:1 .9i3965e-0• ' 17 min -1.2018 17 -1.1609 11 0 11 0 17 0 111.011111 1.6905e-03 15 79 -' -N49 .. max 1.4668 11 i 04374 " ' 17 0 171 0 ':` 11 0 17 15092e-0 17 80 min -1.3651 16 -0.8694 11 0 11 0 12 0 11 2.8595e-0 11 81 :N50 max " :1.6966 ! 11 ';: 0.5568 17 0 17 :0 17 0 1.8 1'.7647e-03 > 11 82 min -1.219 17 -1.0315 ® 0 11 0 11 1 0 11 1.L608 e 03e-03 17 83.+' N51 max 1.6389" 11 0256318 0 180 170 . 11' 3608 - < 11 84 min -1.2707 17 -0.5295 12 0 11 • 0 11 0 17 2.1367e-03 17 85' N52 •'max .1.5181 11. <: =.0.6234 17 0 .18 i: 0 17 : 0 1:1' 1 5495e-03 11 86 min -1.3497 16 -1.1433 11 0 11 I 0 11 0 87 :-. N53 `max - 1.5301 11 `r 0 6567 17 0 ®9.2814e 04 18 88 + 18 0 17 `' 0 _,i 11 6t2453e-05 - 18- min -1.331 16 -1.2149 Inallill 0 11 0 11 D 17 6.15e 04 16 89 N55 max 1.778 " 11' 0.2637 18 0 12 0 17 0 12 4'2568e-03 1:2 90 min -1.1754 17 -0.5442 12 0 13 0 11 0 13 2.5409e-03 17 91.{ N56 ::max 1.5651 11 -0;4243 18 0 18'. D 17 0 11` 3441e-03 1.1 92 min -1.3137 16 -0.8015 12 0 11 0 11 0 17 1.9383e-03 17 93.r: N57 max 1.7399 11 0i4616 17 0 12 •0 17 0 15' 2.79.17e-03 11 94 min -1.1972 17 -0.8625 12 0 13 0 11 0 12 1.5122e-03 17 95:> :?N58 max 1.5299 11 -0 5421 17 0 18 . '.0 17 0 11:` 1.7143e-03 1•1 96 min -1.342 16 -1.0031 11 0 11 0 11 0 9.8644e 04 17 97 :' N59: '':max 0 18" 0' 18 0• 18 = 0 18 0 18°: ':0 18 8 98 min 0 16 0 16 0 11 0 11 0 11 0 11 99 :N60 '!max D 73. i' 11 0.0144 i18 0 18 0 17 0 12i: 3.9653e-03 16 100 min -1.4078 16 -0.0228 16 0 11 0 12 0 • 18 3.8183e-03 11 101 ;' N61:" max 1.1362 11 0.0179 18 0 17`r:' '.:0 : 12 0 12 2..4878e-04 17 -.102 min -1.6053 16 -0.0291 16 0 12 0 17 0 18 .0578e-03 11 RISA 3D.NET version 18.0.0.35694 [Building frame.r3d] Page 3 Company : TMRippey Consulting Engineers 5/21/2020 iIRISA Designer : kjaycox 4:52:52 PM Job Number : 20D48 Checked 6y ANEME SCHEK COMPANY Model Name : Building braces Node Displacements(Continued) Node Label X[in] LC Y[in] LC Z[inj - LC X Rotatio... LC Y Rotatio... LC Z Rotatio... LC 103 N62 max. 1.4666 11 -0.5523 . 17 0 18 0 18 I 0 7 18 -1.1432e-03 17 ' 104 min -1.3539 16 -1.0527 11 0 11 0 12 0 12 -2.1343e-03 11 105 N63 ;:max 1.3693 11 '< -0.2641 17 0 18 0 12 0 12 -2.2549e-03 17 106 min -1.4485 16 -0.4992 11 0 11 0 18 0 18 -4.4465e-03 11 107 N64 max 1.4337 _ 11 -0.4264 17 0 18' 0 11 0 11' -1,9487e-03 ' 17 108 min -1.386 16 -0.8167 11 0 11 0 12 0 12 3.6931 e-03 11 109 N65 max 1.1369 s 11 -02727' 17 0 18 0 12 0 12 -2.6515e-03 17 110 min -1.6375 16 -0.5205 11 0 12 0 18 0 18 -5.1124e-03 11 111 N66 max 1.2461 11 -0.5696 17 0 18 0 12 - 0 18 -1.2699e-03 , 17 112 min -1.55 16 -1.0817 11 0 12 0 18 0 12 -1.9535e-03 11 113 N67 max 1.459 '' 11. -0.6832 - s 17 0 18 0 11 0 11 7.6548e-04 r 13 114 min -1.3597 16 -1.2893 11 0 11 0 12 0 12 2.8893e-04 17 115 N68 • max 1.4784 11 -0.6413 17 • 0 18 0 18 0 ' - 18 -1.0191e-03 17 116 min -1.3428 16 -1,2175 11 0 11 0 12 0 12 -1.8725e-03 11 117 N7.1 max 1.1944 11 _ -0.4644 17 0 18 0 12 0 18 -15853e-03 17 118 min -1.5932 16 -0.8866 11 0 12 0 18 0 12 -3.0964e-03 11 119= ' .''N72 max 1.4459 i 11 'i 0.5832 • 17 ..• 0 11 0 _ 1' 18 0 18 1 8421 e-03 13 120 min -1.374 16 -1.0398 11 0 17 0 11 0 11 1.1873e-03 17 121 :+ N73 max 1.3812 11 -0 268 18 0 18 ' 0 11 0 16 3.8315e-03 13 122 min -1.4547 16 -0.5143 12 0 11 0 16 0 11 2.2787e-03 "7 123 N74 max '. 1.2621 11 ii' -0.6526 17 . 0 18:. 0 11 0 - 17 17583e-03 '` 13 124 min -1.5604 16 -1.1547 11 0 11 0 17 0 11 9.7977e-04 17 125:!. N75 max ' 1.2756 11 -0.6899 17 0 . 18 ; 0 11 0 16, -72612e-05 18 126 min -1.5425 16 -1.2293 11 0 11 0 16 0 11 -5.5256e-04 12 127 N77 max 1.5285 .1 11 -0.2763 18 0 ii 0 18 0 11 4.4743e-03 14 128 min -1.2917 16 -0.5296 12 0 17 0 11 0 17 2.6782e-03 17 129 N78 max 1.3079 >•: . ,11 ;7: -0.4438 17 0 18 0 11 0 '' 17 3.5886e-03 13 130 min -1.5209 16 -0.7995 11 0 11 0 17 0 11 2.0505e-03 17 131 N79 max 1.489 • 11 -0.4819 17 0 11 `; 0 18 0 17 2.9463e-03 13 132 min -1.3324 16 -0.8644 11 0 - 17 0 11 0 11 1.6132e-03 17 133 < N80. max 1.2729 11 05672 17 0 18 0 11 - 0 17 1.8311e-03 13 i 134 min -1.5516 16 -1.0098 11 0 11 0 17 0 11 1.0471e-03 17 135" N82 max 1.346 11 'f -0.5765 - • 17 0 18 0 12 0 12 2.1345e-04 13 136 min -1.462 16 -1.0741 11 0 11 0 11 0 18 -2.9647e-05 17 j 137 i N83 max 1.356 11 ' -0.576 . 17 0 _ 18 0 11 0 12 -26243e-05, 17 138 min -1.4522 16 -1.0736 11 0 11 0 12 0 1 18 r-1.7676e-04 11 '139 ' N84 ' max 1.2578 11' ' -0.019 18 0_ 18 ' I 0 12 I- 0 1 12 .4032e-04 17 140 min -1.5546 16 -0.031 16 0 11 1 0 17 0 18 -4.0561e-03 11 141 fi_ N22 max 1.8804 '. 11 -0.6302 17 0 11 0 11 0 11 -9.4134e-04 : 17 1 142 min -1.1387 17 -1.222 11 0 17 0 17 0 17 1,8246e 03 13 ..143 N23. . max' 1.9549 11 -0.666 17 0 11 0 11 0 1 11' 22837e-04 ' 16 RISA-3D.NET version 18.0.0.35694 [Building frame.r3d] ,22 Page 4 . DesCompgnanry -.. TMRippeykiaycex4:52:52 PM Consulting Engineers IRISA i e Job Number : 20048 5/21/2020 Checked By. A NEMETSCHEK COMPANy Model Name : Building braces Node Displacements(Continued) Node Label X fin] LC Y[in] LC Z[j ] LC X Rotatio... LC Y Rotatio... LC Z Ratatio... LC 144 min -1.0975 17 -1.2841 11 0 ' 17 0 17 ' 0 17 -3.271e-05 18 145 7 N24 - • max _ 1.7633 11 -0.7121 • 17 0 11 , 0 17 0 11 4.6122e-05 18 146 min -1.2382 17 -1.2933 11 0 17 0 11 0 ' 17 -6.4658e-04 14 147 N25 , max 1.843 11 -0.6871 " 17 0 11 0 ' - 17 , 0 11 1.9387e-03 15 148 min -1.1946 17 -1.2292 11 0 17 0 11 0 1 17 1.0475e-03 17 149 N47 max 1.6246 11 -0.6004 17 0 11 0 11' 0 11 -8.9017e-04 17 150 min -1.2439 7 17 -1.1675 11 0 17 0 16 0 16 -1.7527e-03 11 151 ' N48 max ', 1.6986 11 .. -0.634 17 0 11 0 11 0 11 1.7674e-04 11 152 min -1.2042 17 -1.2278 11 0 17 0 17 0 17 2.9956e-05 18 153 N39. , ' max --'' 1.5232 11 . -0.6543 17 0 11 - 0 17 0 '. 11 1.1902e-04 18 154 min -1.3474 16 -1.2114 11 0 17 0 11 0 17 :3.9529e-04 16 155 N54. max 1.594 11 r0.6263 17 0 11 0 17 0 11 1.6656e-03 11 156 min -1.2858 17 -1.1493 11 0 17 0 11 0 17 9.1401e-04 17 157 ' • N69 max .1.3886 11 _ -0.6454 17 0 18 0 18 ' 0 " 18 -1.0101e-03 17 158 min -1.4254 16 -1.226 11 0 12 ' 0 12 0 12 -2.0578e-03 11 159 . N70 - Max 1.4733 ' 11. -0.681 - : 17 ' 0 18 0 ' 11 0 18 4.8186e-04 13 160 min -1.3478 16 -1.2854 11 0 12 0 12 0 12 7.0236e-05 17 161. - N81 max - 1.2677 11 - -0.6876 -7' 17 .0 . , .11 0 . 11 ' 0 16 1.1618e-04 18 162 min -1.5567 - 16 -1.2257 11 0 18 0 16 0 11 -3.353e-04 12 163 N76 max ' , 1.3396 ' • 11 -0.6561 17 • .0 . 121 0 11 0 "" 17 01.7776e-03 13 164 min -1.4865 16 -1.161 11 0 18 0 17 0 11 ,9.6396e-04 17 Maximum Member Section Forces Memb... Axial jkl Loc[ft] LC y She... Loc(ft] LC ,7 She... Loc[ft] LC Torqu... Loc_iffl LC y-yM..._Loc[fti. LC z-z M... Loc[ft] LC 1 MI max 157.3... 0 '12 9:8394 37.5 17 0 37.5 18 0 37.5 18 0 37.5 18 46.0174 0 11 2 min 27.4323 37.5 - 18 -12.594-35.1563 13 0 0 11 0 0 11 0 0 , 11 -38.40... 0 14 3 M7 max -29.36.., 7.433 18 0.0283 " 0" '• 14 0 7.433 18 . 0 7.433 18 0• 7.433 18 0 7.433 18 4 min -53.57... 0 12 -0.0283 7.433 11 0 0 11 0 0 11 0 0 11 f-0.0527, 3.7165 14 5 M11 ' max :16.56... 7.433 17 • 0.0255 0 13 0 7.433 18 0 7.433 18 , 0 7.433 18 I 0 7.433 18 6 min -44.61... 0 11 -0.0255 7.433 18 0 0 11 0 0 11 0 - 0 11 '-0.0474 3.7165 13 7 M12 max 15.0398 ,0 11 - 0.0158 0 . 16 - 0 8.4159- 18 0 8,4159 18 0 8.4159 18 0 8.4159 18 8 min 4.6382 8.4159 17 -0.0158 8.4159 17 0 0 11 0 0 11 - 0 0 11 -0.0333,4.2079 16 9 ' M13 max -0.2289 6.4867 17 0.0067 0 I 11 0 6.4867 18 "• - 0 :,6,4867 18 0 6.4867 18 0 6.4867 18 10 min -4.2368 0 11 -0.0067 6.4867 12 0 0 11 0 0 11 0 0 11 -0.0108 3.2434 11 11 M14 max 4.6379 0, 11 0.0244 0 15 0 - 9.5839 18 • 0 9.5839-- 18 0 - 9.5839 18 0 9.5839 18 12 min 0.1033 9.5839 17 -0.0244 9.5839 12 0 0 11 0 0 11 * 0 0 11 -0.0584 4.7919 15 13 • M15 max 6.6883 8.3785 16 , 0.0053 0 l 15 0 8.3785 18 I 0 8:3785 18 0 8.3785 18 0 8.3785 18 14 min 2.0206 0 18 -0.0053 8.3785 16 0 0 11 I 0 0 - 11 0 0 11 -0.0111 4.1893 15 15 .. M16 max 3.6981 0 I 11 0.002 0 1 14 0 4.4628 18 , 0 4.4628 18 0 4.4628, - 18 0 4.4628 18 16 min 2.0202 4.4628 17 -0.002 4.4628 11 0 0 11 0 0 11 0 0 11 -0.0022 2.2314 14 17 M21 max 18.85651 0 I 12 0.0158 0 '6 ' 0 8.4733 18 ' 0 8.4733 , 18 0 8.4733 18 0 8.4733 18 RISA-3D.NET version 18.0.0.35694 j Building frame.r3d] ik-2...3 Page 5 Company : TMRippey Consulting Engineers I i '' Designer : kjaycox 5/21/20202 PM Job Number : 20048 Checked By : A.NEMESCHEK COMPANY Mode] Name : Building braces Maximum Member Section Forces(Continued) Memb... Axial [k] Loc[ft] LC y She... Loc[ft] LC z She... Lac[ft] LC Torqu... Loc[ft] LC y-y M... Loc[ft] LC z-z NI... Loc [ft] LC 18 min 10.1665 8.4733 18 -0.0158 8.4733 18 i 0 0 11 0 0 11 0 0 11 -0.0334 4.2366 16 • 19 M22 max -31946 6.4893 :."1.8. .. :0 0064 0 [ 17 ' 0 6.4893 18 0 64893 18 0 6 4$93 1.8 0: 6.489.3 18 20 min -6.2505 0 12 -0.0064 6.4893 13 0 0 11 0 0 11 0 0 11 -0.0105 3.2447 17 :1121 M23 max 6 9248 <0 12 '0.0244 0 16 b' 0 9:5809 18 "i?. 0 ' '..9.5809 18 0 9.5809 ;18 0 9.5809 r18 . . 22 min 3.4584 9.5809 18 -0.0244 9.5809 15 0 0 11 0 0 11 0 0 11 -0.0583 4.7904 16 23 ` M29 -max 3.7986 44628 ..'12 00022 0' 18 0 i;r 4.4628 18 .i <' 0 <4'.4628 +18 <:0 4.4628 18 0 4'.4628 18 24 min 2.1796 0 17 -0.0022 4.4628 13 0 0 11 -0 0 11 0 0 11 -0.0024 2.2314 18 25 M30 'max -0 0828 0 18 0' 13.6667 18 0 13.6667 18 0 ' 13.6667 . 18 0 13 6667 18' 0 13'6667 18 26 min -0.179213.6667 14 0 0 11 0 0 11 0 0 11 0 0 11 0 0 11 27.ii1.1.1i M31 max 008281.1.6667 1.8 !000.04 ..13.6667 16 := 0 ' 13'6667' 18 0 13.6667 '18 0 13.6667 18 0 " 0 18 28 min -0.1792 0 14 i 0 0 18 0 0 11 0 0 11 0 0 11 -0.004913.6667 16 29 M32 'max 103 1... :0 1:1 43117 26'i5625 13 ' 0 37.5 18 0 37.5 i:18 0 " 375 1.8; 61.619 0 13. 30 min 12.5055 37.5 17 -21.87...35.1563 11 0 0 11 0 0 11 0 0 11 54.06...34.7656 11 31 ,.. M33 max 3 3959 ' .::0 .. 13 0.0053 .0 11 0 i 8.3751 ' 18 0 8 3751 18 0 8.3751 18'; 0 . .'8.3751 18 ,'. 32 min 1.3228 8.3751 17 -0.0053 8.3751 18 0 0 33M34max17 _ 11 0 0 11 0 0 11 -0.0111 4.1876 11 7925 013 1`4429 0 14. C 0. 6.7421 18 0 6.7421 `18 0 6 7421 18" 2':0156 .'6:7421 11 34 min 8.4274 6.7421 17 -2.038-6.7421 11 0 0 11 .0 0 11 0 0 11 -2.0178 2.8092 14 35 M35 `•max 17.3869 0 1°3 1 7776 0 s 11 0 6.5259 ' 18 : 0 ..6s5259- ' .':.18 r;.0 '.6 5259 18S 2.0156 0 11 36 min 8.2206 6.5259 17 -1.607 6.5259 14 0 0 11 0 0 11 0 0 11 -1.0445 3.3989 13 • 37 `;M36 .'max 31.234 0 14 1 7428 .. 0" 14 0 6.9899 18 0 .6i9899 18 0 6.9899 18' 1.9091 6.9899 14 '• 38 min 17.253 6.9899 18 -1.8709 6.9899 15 0 0 11 0 0 11 0 0 11 -1.5024 3.3493 11 39 M37 max :38'.9756 0 :14 1.7058 0 r 14 0 `' 6.3676 18 0 6'.3676 11. 0 6 3676 18 1.9091 O.::::.:• "_14. _ 40 min 21.5917 6.3676 18 -1.5871 6.3676 11 0 0 11 0 0 11 0 L 0 11 -0.9179 3.3164 13 41 M38 max 42'1349 '0 11'4 1'7744 0 ;! 13 0. 6.5333' 18. 0 65333 :18 0 .6.5333 18: 1•:5218 0 12-- 42 min 23.391 6.5333 18 -1.6054 6.5333 12 0 0 11 0 0 11 0 0 11 -1.5292 3.4028 13 43 M39 <max 4119451 '0 14 1.81.87 0 `.':'" 12 0 6.448 18 0 6.448 18 0 6448 18 0.9857 0 '. 12'. 44 min 23.2782 6.448 18 -1.5186 6.448 13 0 0 11 0 0 _ 11 0 0 11 ,-2.2315 3.4927 13 .11:45 M40 rnax 46:7134 16.448 1.6 ` 1.5567 0 1.6. 0 6.448 18 0 6.448 18 0 6i448 18f 0.9072 6.448 11. 46 min 23.4009 0 18 -1.8065 6.448 11 0 0 11 . 0 0 11 0 0 11 -2.3449 3.0225 16 47 >M41 max `46.9051 :`6.5333 16 1.5963. . 0 -1.1 0 6.5333. 18 '" 0 16.5333 18 '0 6`5333 18 1.5022 6'5333 11 48 min 23.5136 0 18 -1.8042 6.5333 16 0 0 11 0 0 11 0 0 11 -1.6837 3.0625 i 16 49 ':M42 . ;:max 43.7429;6I3666 16 ..15801 0 `i 11 0 6.3666 ;.4 .18 0 6.3666 18 0 6♦3666 18` 1'9297 6.3666 14' " 50 rnin 21.7139 0 18 -1.7169 6.3666 14 0 0 11 0 0 11 0 ' 0 11 i-0.9246 3.0507 16 51 M43 max 39 7177 7s0566 16 1 8871 0 15 ': 0 7.0566 - 18 ' 0 7.0566 '18 0 7.0566 18( 1 9297 0 '< 14 52 min 17.4717 0 18 -1.7592 7.0566 12 0 0 11 0 0 11 - 0 0 11 -1.5362 3.6753 15 53 M44 1:max ].•32 8379 6]4602-.. `1.6 1.6313 0 14 -0 6.4602 18 0 '.6.4602 18 0 6'.4602 18;, 1 8601 6.4602 11 54 min 9.5851 0 18 -1.7333 6.4602 11 0 0 11 0 0 11 0 0 11 -1.09 3.1628 16 55 1M45 max •33.271 6s7421 " :9•6' 2.0149 0 ` 11 < 0 s 6.7421 18 '0 6 7421 18 ' '0 6.7421 18' 1 8601 0 11 56 min 9.7899 0 18 -1.4811 6.7421 16 0 0 11 0 0 11 0 0 11 1-2.1261 3.8627 16 57 M47 max' ;126.8... '0 . 1:1 7:0.6703 37.5 16 0 37.5 'i -18 0 37.5 _ `18 10 37.5 '18;: 36.5907 0 11 58 min 27.3364 37.5 17 -11.33...35.1563 11 0 0 11 0 0 11 0 0 11 -31.872 0 16 RISA-3D.NET version 18.0.0.35694 [Building frame.r3d] -\ZL. Page 6 �uf Company : TMRippey Consulting Engineers 5/21/2020 ' Designer : kjaycox iIRISA 4:52:52 PM ` . Job Number : 20048 Checked By: ANEMETSCHEK COMPANY Model Name : Building braces Maximum Member Section Forces(Continued) Memb... Axial [k Loc[ft] LC y She... Loc[ft] LC z She... Loc[ft] LC Torqu... Lac[ft LC -y M... Loc[ft] LC z-z M... Loc[ft] LC 59 M48 .smax 0.0823 `0 '18 0' 13 6667 18.' 0 `t 13.6667 18 0 13.6667 -:18 0 116667 18 0 1-3'6667 18 '• 60 min -0.176613.6667 16 0 0 11 0 0 11 0 0 11 0 0 11 0 0 11 61 "` M49 'max -0'.0823 13.6667, ::18 0.0001 13:6667 17 (' 0 +. 1:3.6667 16 0 13.6667 =18 '0 13.6667 '18 0.0015 13.6667 11 62 min -0.1766 0 16 -0.0001 0 11 0 0 11 0 0 11 0 0 11 -0.001513.6667 17 63 M51 • '.max ! 35.8256 :0 >:11 1.7056 0'+ 16 0 6 3676 18 0 6.3676. ,<18 0 !•6'.3676 ":18 1.9129 0 16 64 min 20.7311 6.3676 18 -1.5856 6.3676 11 0 0 11 0 0 11 0 0 11 '-0.9156 3.3164 11 65 M52. max %3.5342 0 11 0.0053 0 '; 14.''- 0 s': 8.3751' : 18 0 8.3751 '.".:::".":;:18.:::"..."'..."'':" 0 83751 1.8 0: 8.3751 18 66 min 1.353 8.3751 17 -0.0053 8.3751 13 0 0 11 0 0 11 0 0 11 -0.0111 4.1876 14 67 M53 max ":6.8644 0::.',..'"',.',-:-'.'-:',.:.":-.'']:.-16.'.'":::::"' 0.0244 0 17'i; 0 :' 9.5809 18 0 9.5809 ;i 18 :.0 s.9.5809 18 0 9.5809 18 "•: 68 min 3.2013 9.5809 18 -0.0244 9.5809 15 0 0 11 0 0 11 0 0 11 -0.0583 4.7904 17 69 "- M54 <>max 28.7498 s0 `1. 1 7443 0= 16 0 6.9899 18 0 6.9899 .'=18 0 6.9899 :18 1.91:29 6:9899 16 70 min 15.8705 6.9899 17 -1.8692 6.9899 11 0 0 11 0 0 11 0 0 11 -1.4895 3.3493 11 71 M55 s';max :3:8197. 4 4628 =16 .. 0.0022 0 14`: 0 4:4628. 18 0 4.4626 18 D 4`4628 18 0 4.4628 18 -. 72 min 2.1813 0 18 -0.0022 4.4628 12 0 0 11 0 0 11 0 0 11 -0.0024 2.2314 14 • 73 M56 max 11.5.4722 Q `.11 1.776 0 11 0 - 6.5259 18 0 "6.5259 : 18 °0 6 5259 `18 2.0433 0 16 i t 74 min 6.5865 6.5259 17 -1.602 6.5259 16 0 0 11 0 0 11 0 0 11 -1.0253 3.4669 11 75 ` M57 ;`max 15:8762 1-'-,-0• 11 1.4389 0 11 0 6.7421 18 0 : 6.7421 -18 0 . 6.7421 -18' 2.0433 6.7421 16 : 76 ingw1Th 6.7908 6.7421 17 -2.0421 6.7421 16- 0 0 11 0 0 11 0 0 WM 2.0066 2.8092 11 77: M58 max -2 9674'.6.4893 - 18 0 0064 0 17 !` 0 .'• 6.4893i> 18 0 6.4893 -18 0 64893 18 0 i' 6.4893 18 78 min -6.1949 0 16 -0.0064 6.4893 15 0 0 11 0 0 11 0 0 11 -0.0105 3.2447 17 79 M59 :max ',18.7.152 '?0 >16 O0.158 0" 14 ':: 0 '' 8.4733:: 18 0 8.4733 18 D :8.4733 18 0 8.4733 1.8.. . 80 min 9.7293 8.4733 18 -0.0158 8.4733 15 0 0 11 0 0 11 0 0 11 -0.0334 4.2366 14 81 M60 max ` 28.40... 7.433 18 0.0283 -,-"---:-.--..."...-"0.-"-:::-"-'-' 18' 0 7.433 18 D 7.433 18 6 7.433 T 18 0 7.433 18 ; 82 min 53.32... 0 16 -0.0283 7.433 17 0 0 11 0 0 11 0 0 11 -0.0527 3.7165 18 83 :>"M62 max 381857 0 11 1'.8266 0':,'` 16 0'-':':':.:...::.: 6.448 :' 18 0 "6.448 =18 0 :6'.448 18 1.037 0 16 : 84 min 22.4215 6.448 18 -1.5119 6.448 11 0 0 11 0 0 11 0 0 11 -2.2117 3.4927 11 85 M63 ":max 38 9768 0 .11 1. 7678 0 11 . 0 6.5333 18 ' '' Q 6.5333 18 0 6.5333 18 1.5224 0 16 86 min 22.5343 6.5333 18 -1.6131 6.5333 16 0 0 11 0 0 11 0 0 11 -1.5066 3.4028 11 67 M68 max . 3.813 8.3785 16 0.00.53 0 r; 11 0 + 8.3785'. 18 0 8.3785 18 =0 8`.3785 18. 0 '83785 18 88 min 0.8891 0 18 -0.0053 8.3785 15 0 0 11 0 0 11 0 0 11 -0.0111 4.1893 11 89 ? M69 :max 17s7924 6:7421 •1.6 . 20425 0 13• 0 6.7421.' 18 0" ' 6.7421 `18 0 67421 18' 2.0461 0 13 : 90 min 3.8376 0 18 -1.4484 6.7421 16 0 0 11 0 0 11 0 0 11 -2.0334 3.9329 16 91 M70 max 3 8173 0 13 0.002 0 13 0 4.4628 ' 18 .0 4.4628 "18 ' 0 4.4628 1:8`: 0 :'' 4:4628 18 92 min 2.1215 4.4628 17 -0.002 4.4628 16 0 0 11 0 0 11 0 0 11 -0.0022 2.2314 13 93 s M71 'imax 17 3765'.6.4602 16 1 5982 0' 16 " 0 _';I 6.4602 :.:::-'''''.'18''',.':::-... 0 6.4602 :::18 .0 i.6.4602 18'' 2.0461 6.4602 13 -' 94 min 3.6436 0 18 -1.7619 6.4602 11 0 0 11 0 0 11 0 0 11 -0.9804 3.0955 12 95 '.M72 ::::.:::::'Maki:::':' 36 8922 6.3666 16 1"5805 0 11 0 6.3666 18 'r 0 6.3666 18 =0 6`3666 18i 1.9441 6.3666 16 : 96 min 19.2069 0 18 -1.714 6.3666 16 0 0 11 0 0 11 0 0 11 -0.9002 3.0507 12 9.7 M75 !max 40 0474 .6 5333 '16 162. 0 ';: 13 " 0 6.5333 18 0 . 6.5333 18 :.0 6 5333 18 :1 5229 6 5333 11 98 min 21.0215 0 18 -1.7697 6.5333 16 0 0 11 0 0 11 0 0 11 -1.531 3.1306 16 99 M76 'max ' 39.8559 `6448 - :16 1 5166 0 > 16 .. 0 6.448 18 0 6.448 :18 `0 6.448 18': 1-.0825 6.448' 13. RESA-3D.NET version 18.0.0.35694 [Building frame.r3d] 'RAC Page 7 Company : TMRippey Consulting Engineers 5/21/2020 iiIRISA Designer : kjaycox 5/21/20 PM Job Number : 20048 Checked By : A NEMETSCHEK COMPANY Model Name : Building braces Maximum Member Section Forces(Continued) Memb... Axial [kl Lee[ft] LC y She... Loc[ft] LC z She... Loc[ft] LC Torqu... LocfQ]_ LC y-y M... Loc[ft] LC z-z M... Loc[ft] LC 100 min 20.9124 0 18 -1.8337 6.448 l 13 0 0 11 0 0 11 0 0 11 -2.2256 2.9554 16 101 M79 max ;19.613 0 .1'3 001.58 0 ' I 13': _ 0 '+ 8.4159 18 0 8.4159 18 0 _ 8.4159 '•18 .0' 8.4159 18<. .' 102 min 8.6752 8.4159 17 +-0.0156 8.4159 16 0 0 11 0 0 11 0 0 11 -0.032814.2079 13 103: M80 max - 25.97... !7433 '17 0!0283 0':: 11 0 7.433"j 18 . 0 7.433 18 '.0 7433 :'-18 0'• 7.433 18 104 min -55.422 0 13 -0.0283 7.433 14 0 0 11 0 0 11 0 0 11 -0.0527 3.7165 11 105 M81 max 2.4036 L6.4867 17 0.0067 0 11.` 0 - 6.486T 18 0 6.4867 18 0 :6.4867 18 0: 6..4867 18 106 - min -6.7195 0 13 -0.0067 6.4867 16 0 0 11 0 0 11 0 0 11 -0.0108 3.2434 11 107: : M82. imax 30.1042 7.0566 16 :1'.8892 0: 11 i 0 7.0566 18 0 7.0566 18 0 7.0566 . '18 1:9441 0 '' 1.6 108 min 13.8566 0 18 --1.7579 7.0566 16 - 0 ' 0 11 0 0 11 0 0 11 -1.5257 3.6753 11 109 M83 max 7.4364 0 1:3 00244 0 13 0 9.5839 18 0 i.9.5839 18 0 9'.5839 '18 01 9!5839 18 . ::, 110 min 2.5513 9.5839 17 -0.0244 9.5839 16 0 0 11 0 0 11 0 0 11 -0.0584 4.7919 13 111 M86 max 42.6677 0 11 1 7007 0 11 -': 0 .:6.3676 18 0 `6.3676 =18 0 6 3676 18 1.8551 0 16 112 min 22.6369 6.3676 17 -1.5905' 6.3676 16 0 0 11 0 0 11 0 0 11 -0.951 3.3164 11 113, . M87 max ',6'.5409 `-0 `11 0.0053 0, 13 0 " 8.3751;. 18 0 °.8.3751 . .. 18 0 '8r3751 118 0 5 8:3751 18 114 min 2.2123 8.3751 ' 17 0.0053 8.3751 18 0 0 11 0 0 11 0 0 11 -0.0111 4.1876 13 115 M88 -max 4.1971 0 16 0.0244 0' 12 0 ' 9.5809' 18 0 9.5809 18 '0 9.5809 >18 0 9'.5809 18 116 • min 0.3941 9.5809 18 -0.0244 9.5809 14 - 0 0 11 0 0 11 0 I 0 11 -0.0583 4.7904 12 117 M89 max 38.4978 0 -=11 1.77T 0 16 0 6.9899 18 0 =:6.9899 ='18 •0 '•6i9899- 18 1.8551 <.6.9899 16 118 min 18.6002 6.9899 17 -1.85 6.9899 11 0 0 11 0 0 11 0 0 11 -1.4636 3.4221 11 119 M90 max ;3.6461" '4.4628 16 0.0011 0'- 15 0 2.2314" 18 r 0 ":4.4628 . 18 .•'0 0009 2.2314 15 0: 4 4628 18' 120 min 2.0479 0 18 -0.0011 4.4628 11 0 . 3.3006- 13 0 0 11 0 0 11 -0.0009 2.2314 15 i 121 M91 •::max 31.2997 0 11 1.7138 0:,!::•-•:::::::..:,.'''''',:11::::',...:- 0 6:5259'• 18 0 6..5259 18 : 0 6.5259 :18 1.7463 0 '16 122 min 11.03 6.5259 17 -1.6673 6.5259 16 0 0 11 0 0 - 11 0 0 11 -1.1306 3.3309 11 123 " M92 max 0.4849 i6 4893 16 . ':0 0064 0 16 ; 0 : 6.4893` 18 0 '6.4893 '18 0 . l6.4893 1.8 0 ••••...." 6.4893 "•18' 124_ min -3.8471 0 16 -0.0064 6.4893 13 0 0 11 - 0 0 11 0 0 11 -0.0105 3.2447 16 125 ' M93 max 14.4754 "0 16 ::0 0232 0 16 ''> 0 8.4733'" 18 0 i8.4733 18 0 8.4733 18 •• 0 8:4733 18 126 min 5.1294 8.4733 18 -0.0232 8.4733 11 0 0 11 0 0 11 0 0 11 0.0491 4.2366 16 127-:'' M94 .max +45.8206 0 1:1 18047 0 11 r:; 0 =. 6.5333 18 0 -.6.5333 18 '0 '6.5333 `18 1 i5128 0 16 HI 128 min 24.4316 6.5333 17 -1.5891 6.5333 16 0 0 11 0 0 11 0 0 11 -1.6624 3.4708 '' 11 . 129 :M98 >•max 3 6604 8.37.85 '16 .':0 005.3 0!• 16 '- 0 8.3785' 18 0 8.3785 `18, '0 8.3785 :18' 0 8 3785 18 130 . min 0.858 0 18 -0.0053 8.3785 14 0 0 11 0 0 11 0 . 0 11 -0.0111 4.1893 16 1.31 ? M99 - :max : :318014 .0 "11 0`002 0 12 0 4.4628' 18 0 4.4628 18 •`'0 44628 18 0 4.4628 18 " 132 min 2.1244 4.4628 17 -0.002 4.4628 16 0 0 11 0 0 11 0 0 . 11 -0.0022 2.2314 12 133 +`M100 ::max .`18.495 64602 16 .. .:'1 5955 0 `' 16 0 • 76.4602:< 18 d1 0 6.4602 18 0 6.4602 18` 2 0241 6 4602 11 134 min 5.5368 0 18 -1.7613 6.4602 11 0 0 11 0 0 11 0 0 11 -0.9976 3.0955 16 135 ='M101 .'max :38 55' ,6'3666 ' 16 1 5814 0'> 11 0 ' 6.3666" 1$ 0 6i3666 18 :0 6 3666 18 1 9332 ,•6'3666 16 136 min 21.2491 0 18 -1.7119 6.3666 16 0 - 0 11 0 0 11 0 0 11 -0.9035 3.0507 16 137 'M103 ::max 41'7088"6.5333 . `1.6 ". 1.6128 0 11 0 6.5333 18 D 6.5333 .'18 t'0 6 5333 18 1.5241, 6 5333 11 138 min 23.0591 0 18 -1.7743 6.5333 16 0 0 11 0 0 11 0 0 11 -1.5441 3.1306 16 139- -'M105 imax : 203629 0 '11, 0.01:56 0;. 13 0 8.4159 > 18 0 8.4159. 1'18 0 8.4159 d.8` 0 -' 84159 18 140 min 9.0657 8.4159 17 -0.0156 8.4159 17 _ 0 0 11 0 0 11 0 0 11 • -0.0328 4.2079 13 R(SA-3D.NET version 18.0.0.35694 [Building frame.r3d j R230 Page 8 Company : TMRippey Consulting Engineers 5l2112020 a Designer : kjaycox 4:52:52 PM Job Number : 20048 Checked By ANEMETSCHEK COMPANY Model Name : Building braces Maximum Member Section Forces(Continued) Memb... Axial [k Loc[ft LC She... Loc[ft] LC z She... Loc[ft] LC Torqu... Loc[ft] LC y-y M... Loc[ft] LC z-z M... Loc[ft] LC 141 M106 max -2.6084 6i4.867 17 0.0067 0 14 0 6.4867 18 0 't:6.4867 18 0 6.4867 18 0 6.4867 18` 142 min -7.0935 0 11 -0.0067 6.4867 15 0 0 11 0 0 11 0 0 11 -0.0108 3.2434 14 ' 143 M107 S(max 31.5898 7.0566 16 1.8909 - " 0 11 0 7.0566 18 0 7.0566 18 0 7.0566 18 1.9332 0 `: 16 144 min 15.8573 0 18 -1.7557 7.0566 16 0 0 11 0 0 11 0 0 11 -1.5373 3.6753 11 145 'M108 max :7 8559 0 .11 0.0244 0 + 15 0 9.5839 18 0 9.5839 18 0 9.5839 18 0 9.5839 18 146 min 2.7825 9.5839 17 -0.0244 9.5839 11 0 0 11 0 0 11 1 0 0 . 11 -0.0584 4.7919 15 147 Mill max = 26.83... 7.433 17 0.0283 0 18 0 " < 7.433 18 0 7,433 18 0 7.433 18 0 7.433 18 148 min -57.064 0 11 -0.0283 7.433 11 0 0 MUNI 0 0 Mill 0 0 ®-0.0527 3.7165 18 149 M112 max 18.9104 6.7421 16 20393 0 :': 11 ;1 0 ? 6.7421 18 0 6.7421 18 0 6.7421 18 2.0241 0 d 11 150 min 5.7338 0 18 -1.4499 6.7421 16 0 0 11 0 0 11 0 0 11 -2.0374 3.9329 16 151 ;'M113 max -0.084 136667 18 .. 0 13.6667 17 i 0 :; 13.6667 '18 0 13.6667 18 0 13.6667 18 0.0057 13_6667 11 152 min -0.1779 0 16 -0.0004 0 11 0 1 0 11 0 0 11 0 0 11 0 13.6667 17 j 153 'M115 max 41.5182 6.448 ..:16 s1.5208 0 1i: 16 " 0 I' 6.448 18 0 6.448 18 0 6.448 18 1.0371 6.448 11 154 min 22.9489 0 18 -1.8267 6.448 11 0 0 11 0 ' 0 11 0 0 11 -2.2382 2.9554 16 155 M116 max 45.6279 0 11 1.8009 0 .. .. 16 0 6.448 18 0 6.448 18 0 6.448 18 0.8708 0 " 16 156 min 24.3174 6.448 17 -1.5536 6.448 11 0 0 11 0 0 11 0 0 11 -2.3357 3.4255 11 157 ``M117• max -0.084 0 18 0 13.6667 18 0 13.6667 18 0 13.6667 18 d0 13.6667 ..18' 0 ` 13.6667 18 158 min -0.177913.6667 16 0 0 11 0 0 11 0 0 11 0 0 11 0 0 11 159 • M119 max 17.69... 7.433 18 00283 .0 12 0 7.433 18 0 7.433 18 0 7.433 18 I 0 7.433 18 160 min ,3.13... 0 16 -0.0283 7.433 15 0 0 11 0 0 11 0 0 11 -0.0527 3.7165 12 161 ''M120 max 31.7251 0 11 1.4856 0 '• 11 0 6.7421 18 0 6.7421 18 0 6.7421 18 1.7463 6.7421 16 162 min 11.2468 6.7421 17 -1.9981 6.7421 16 0 0 11 0 0 11 0 ' 0 11 -2.1391 2.8795 11 163 ``M121 max 26.6246 0 16. 19.4095 37.5 16 0 37.5 ': 18 0 37.5 18 0 -37.5 18 47.905834.7656 16 164 min 12.4376 37.5 18 -2.7495 0 16 0 0 11 0 0 11 0 0 11 .,6.75... 0 16 165 M25 max -30127 +80849. =17 0023 0 18 .: 0 8.0849 '.` 18 0 80849 18 0 8.0849 18 0 8.0849 18 166 min -5.165 0 13 -0.023 8.0849 11 0 0 11 0 0 11 0 0 11 -0.0465 4.0425 18 167' M26 :'::max .5 3006 -':0 13 0.0034 0 12 0 5.6577 1: 18 0 5.6577 18 0 5.6577 18 0 5.6577 18 168 min 3.0476 5.6577 17 -0.0034 5.6577 18 0 0 11 0 0 11 0 0 11 -0.0048 2.8288 12 169 M27 max -2.3249 >6.5725. 18 00208 .0 11 ' 0 6.5725 18 0 6.5725 18 0 6.5725 18 0 6.5725 18 170 min -4.0418 0 16 -0.0208 6.5725 15 0 0 11 0 0 11 0 0 11 -0.0342 3.2862 11 171 i M28 max 3.7004 0 16 00006 0 12 0 3.0338 18 0 3.0338 18 0 3.0338 18 0 3.0338. 18 172 min 2.0858 3.0338 18 -0.0006 3.0338 16 0 0 11 0 0 11 0 0 11 -0.0005 1.5169 12 • 173 M17 max -30237 :80865. 18 0.023 0 17 . ' 0 8.0865 18 0 . 8.0865 18 0 8.0865 18' 0 8.0865 18 174 min -5.2244 0 16 -0.023 8.0865 15 0 0 11 0 0 11 0 0 11 -0.0465 4.0432 17 175 M18 max 5♦363 0 16 0.0034' 0 15 0 5.6578 18 0 5.6578 18 0 516578 18; 0 15.6578s 18 176 min 3.0603 5.6578 18 -0.0034 5.6578 12 0 0 11 0 0 11 0 0 11 -0.0048 2.8289 15 177 M19 max -2.2991 6.5723 17 0.0208 0 .11 - 0 6.5723 18 0 6.5723 18 0 6.5723 18 D 6.5723 18 178 min -4.0359 0 14 -0.02081 6.5723 17 0 0 11 0 0 11 0 0 11 -0.0342 3.2862 11 179 M20 max 3.6976 • 0 14 0.00061 0 _ 18 0 3.034 18 ' 0 ... 3.034 18 0 3 034 18 0 3.034 18 180 min 2.0638 3.034 17 -0.00061 `3.034 ' 14 0 0 11 0 0 MN 0 0 11 -0.0005 1.517 18 181 M50, "•max ` -3.0083 '.8 0849 17 '0.023 1 0 16 0 8.0849 18 0 80849 18 0 8.0849 18 0 8.0849 18 RISA-3D.NET version 18.0.0.35694 [Building frame.r3d] -�-� Page 9 ,7 Company : TMRippey Consulting Engineers 5/21/2020 ?< Designer : kjaycox 4:52:52 PM .. i1RISA Job Number : 20048 Checked By NEVE-sc:;_;COMPANY Model Name : Building braces Maximum Member Section Forces(Continued) Memb... Axial[k] Loc[ft] LC y She... Loc[ft] LC z She... Loc[ft] LC Torqu... Loc[ft] LC y-y M... Loc[ft] LC z-z M... Loc[ft] LC 182 min -5.1522 0 11 -0.023 8.0849 13 0 0 11 0 0 11 0 0 11 -0.0465 4.0425 16 11:183 ' M66 ;`max '5.2875 ;0 r11 00034 0 18 0 5.6577 ? 18 0 ' 5'.6577 '18 0 5.6577 18' 0 5.6577 18 184 ' min 3.0433 5.6577 17 -0.0034 5.6577 11 0 0 11 0 0 11 0 0 11 -0.0048 2.8288 18 185 M65 . :•max 23264'6'.5725. ".18 00208 0 =: 17 0 ? 6.5725 18 0 6.5725 18 i'Q ''6`.5725 '18' 0 6.5725 18 186 min -4.0393 0 16 -0.0208 6.5725 13 0 0 11 0 0 11 0 0 11 -0.0342 3.2862 17 187 + M64 max 3.6973 '0 =16 A:0006 0 16 ' 0 .: 3.0338 ' 18 0 3.0338 18 0 3.0338 18 0 3 0338 18 188 min 2.0868 3.0338 18 -0.0006' 3.0338 14 0 0 11 0 0 11 0 0 11 -0.0005 1.5169 16 189 M78 max 3.0126 `.8:0865 %18 0.023. 0 14 0 '_ :8.0865 ` 18 0 ' 8:0865 18 0 8.0865 18` 0 '3 . 8.0865 18 . 190 min -5.1667 0 16 -0.023 8.0865 12 0 0 11 0 0 11 0 0 11 -0.0465 4.0432 14 191 .`s M74 max :5.3027 0 '16 `0.0034 0 12 0 ,.5,6578 18 0 ;5'.6578 %18 +0 =5'.6578 18 0 :5.6578 18 192 min 3.0487 5.6578 18 -0.0034 5.6578 13 a 0 0 11 0 0 11 0 0 11 -0.0048 2.8289 11 193 >':M73 max 2.321 !.6i5723 . 17 :0.0208 0<: 11 '-' 0 s 6.5723-i 18 r 0 6:5723 ;18 '0 6.5723 18" 0 -` 6 5723 18 194 min -4.0423 0 13 -0.0208 6.5723 17 0 0 11 0 0 11 0 0 11 -0.0342 3.2862 11 '11195 M77 max 3.6997 `0 13 0.0006 0 '<. 16 '_ 0 3.034 18 0 :3.034 :18 :0 '3.034 18' 0 3.034 18 196 min 2.0823 3.034 17 -0.0006 3.034 11 0 0 11 0 0 11 0 0 11 -0.0005 1.517 16 197 ' M85 max 3.0215 '8i0849 17 0 023 0 > 15 ::I. '....:.:-:::....0.'.:':.:::' 8.0849' 18 0 8 0849 18 '0 8 0849 1.8 0 8 0849 18 198 min 5.2111 0 11 -0.023 8.0849 11 0 0 11 0 0 11 0 0 11 -0.0465 4.0425 15 199 '''-M97 max '5'3488 0 ;1:4 ' r0.0034 0 16 0 5.6577 18 0 5'.6577 '.18 0 56577 18; 0 5.6577 18 200 min 3.057 5.6577- 17 -0.0034 5.6577 13 0 0 11 10 0 11 0 0 11 -0.0048 2.8288 16 201 `:M96 `max '-2.2987 s6`5725 18 - 0.0208 0 12 0 ri_ 6.5725 + 18 0 " '6.5725 18 '0 65725 18' 0 6.5725 18 202 min -4.0301 0 16 -0.0208 6.5725 16 0 0 11 0 0 11 0 0 11 -0.0342 3.2862 i 12 203 M95 max :3.6907 0 1fi '0 0006 0 S 16 [' 0 3.0338 18 0 3i0338 18 0 A 3 0338 18;' 0 3'.0338` 18 ': 204 min 2.0632 3.0338 18 -0.0006 3.0338 14 0 : 0 11 0 0 11 0 0 11 -0.0005 1.5169 16 205 `M104 .?max 3'.0183 8'.0865 18 I0.023 0 18._ 0 8.0865 ' ...18 0 8 0865 18 1.0 '8.0865 18i 0 8.0865 18: 206 min -5.1772 0 16 -0.023 8.0865 17 0 0 11 0 0 11 0 0 11 -0.0465 4.0432 18 207 :.M 102 max...(5.3138 i_0. ' 16 '00034 0 15 0 5.6578 18 0 '5`.6578 18 0 5.6578 18 0 5.6578: 18 208 min 3.0544 5.6578 18 -0.0034 5.6578 14 0 0 11 0 0 11 0 0 11 -0.0048 2.8289 15 209 i M110 max -2 3204'6`.5723. .:17 0.0208 0 13 ' 0 = 6.5723 18 0 6.5723 18 . 0 _ 6.5723 ...18 0 6.5723' . 18 210 min -4.0448 0 11 -0.0208 6.5723 18 - 0 0 11 0 0 11 0 0 11 -0.0342 3.2862 13 211 '=M109 ' max 3`.703 '0 1i1 0 0006 0".>. -. 13 0 3.034 18 0 -:3'.034 18 :'0 3'034 18 0 : 3.034! 18 212 min 2.082 3.034 17 -0.0006 3.034 14 0 0 11 0 0 11 0 0 11 -0.0005 1.517 13 213 >M114 max 20.7268 7 1.1' 00275 7. 18 0 7 18 0 7 18 0 7> 18 0.121'3 53958 16 214 min 0.0941 0 17 -0.0451 0 16 0 0 11 0 0 11 0 0 11 0 0 11 215 ..M118 'max -18:42... 7`.5 :17 0.0344 7.5 14 0 7.5 18 ' 0 7.5 ' 18 0 7 5 18 r 0.1588. 3.4375 16 216 min -32.27... 0 15 -0.0386 0 18 0 0 11 0 0 11 0 0 11 0.0128 0 18 217 `M122. '..+max -1856 .,':6 5833 `17 0.0465 :6 5833_ 18 0 6.5833 18 . 0 _ 6 5833 18 "0 '6i5833 18 0.11.53 1.783; 15 218 min -35.19... 0 15 -0.0202 0 14 0 0 11 0 0 11 0 0 11 -0.0583 6.5833 18 219 'IM123 , 'max -12 41...16 9167 17 ;0.0923 16.91.67 14 0 ' 16.9167 18 0 1.6 9167 :18 0 16 9167 18` 0.186 5.9913 16 220 min -28.50... 0 11 -0.0591 0 18 0 0 11 .0 0 11 0 0 11 -0.321816.9167 14 221 M124- max =12i41...169167 17 00592 1691.67 18 'i Q r 16.9167 18 0 1:6i9167 r18--.):....'...,.:,:.!.:!:..':.::::...:0,.. _ 169167 18 s: 0.1736 105729 13 222 min -28.50... 0 11 -0.0903 0 14 0 0 11 0 0 11 0 1 0 11 -0.3171 0 14 j RISA-3D.NET version 18.0.0.35694 [Building frame.r3d] R-2.0 Page 10 ii Company : TMRippey Consulting Engineers 5/21/2020 + Designer : kjaycox 4:52:52 PM Job Number : 20048 • Checked By 4 NEMETscHE..Coiv,PANv Model Name : Building braces Maximum Member Section Forces(Continued) Memb... Axial[ki Loc[ft] LC y She... Loc[ft] LC z She... Loc[ft LC Torqu... Loc[] LC y M... Loc[ft]._ LC z-z M... Loc[ft] LC 223 M125 I max -14.49...:6.5833 17 '0'.0135 `6'5833 14'i :-...--..,.:.::.[...':0::,'.:::':::'-' 6.5833- 18 0 +.6.5833 18 0 :6 5833 1.8 i 01.199 5 2804 11 r, 224 min -33,29... 0 11 -0.0474 0 18 0 0 11 0 0 11 1 0 0 11 -0.0596 0 18 225 M.126 `.max -1'1.13... 7,5 17 '0 0427 7.5 12- 0 " 7.5 1$ D 7,5 18 '.'0 7ti5 `18 0.14 h'2.6563 13 226 min -28.70... 0 11 -0.0234 0 17 0 0 11 0 0 11 0 0 11 -0.0045 7.5 17 227' ' ..M127 max 40.6574 ''7 f12 0'.0351 7= '-'"",'",.:.13.:"'"''::::'": 0 '" 7 ' 18 0 7 .."'."'""18". ...-''':' r0 7 _ 18 0.0734 '2`.8438 13 •228 min 14.8483 0 18 -0.03 0 17 0 0 11 0 0 11 0 0 11 0.0045 0 17 229` M128 max 41.6011 . '<7 -13 0.0323 7 18;± .0 7 -! 18 0 7 18 0 7 18 '0.0745 42292 16 230 min 16.2625 0 17 -0.0354 0 16 0 0 11 0 0 11 0 0 11 -0.0202 7 18 231 M 129 '::•max 13.82... J7.5 -.17 10'.0259 7'.5` - 17 : 0 7.5 18 0 7.5 1;18 "0 :7.5 :18 0.132 4.6875 12 232 min -24.19... 0 11 -0.0455 0 13 0 - 0 11 0 0 11 0 0 11 -0.0202 0 18 233• ''M130 max 15.85,.. 6.5833 ':17 0.0485 6.5833 18 `: 0 65833i 18 ":"":"-:":":":".0.":"""'"-"-":":" 6.5833 - 18 >0 6'.5833 =18 01167 1.0286 '.::.... -.11.;:.....:.::. 234 min -29.91... 0 11 -0.0137 0 16 0 0 11 0 - 0 11 0 0 11 -0.0703 6.5833 18 235 M131 max '-12.05.:.1.69167 >17 0089 16.9167 16<; 0 16.9167 .18 0 16.9167 18 "D 16'.9167' ,18 0.1718 6.3438 12 ., 236 min -26.50... 0 11 -0.06 0 18 0 0 11 0 0 11 0 0 11 -0,300316.9167' 16 237< M132 max . 12.059 16.9167 17 '0.0594"16 9167 18 ;' .. 0 16..9167 18 Y" 0 16.9167 18 - 0 16 9167 ..1.8 0173 10.3967 11 238 min -26.50... 0 11 -0.0884 0 16 0 0 11 0 0 11 0 0 11 • -0.299 0 16 239 M133 ';max -14:.1.8,.. 6..5833. ':17 0.0114':•6'5833 12 0 6.5833 18 " 0 6.5833 °<.18 0 6.5833 :16 0.1155 5:2804 11 ' 240 min -3162 .. 0 11 -0.0468 0 18 i 0 0 11 0 0 11 0 0 11 -0.0615 0 18 241 ' M 134 ''max `-10.87. , '7.5 . 1:7 . -0.0437 7 5' 16 > 0 ''' 7.5 18 0 7.5 18 ;'0 -7`5 18 01361 2i5781 11 , 242 min -27.31... 0 11 -0,0226 0 18 0 0 11 0 0 11 0 0 11 -0.0103 7.5 17 243 M135 max ;'"41.961 ?.7 .. 16 :00342 7;' 11 " 0.::::•.::::;:::.:, -...-:::.,..:::.:7....:.....'....,... 18 0 7 :18 0 7 '1.8 00696 29167 11 ' 244 min 15.763 0 18 -0.0308 0 17 0 0 11 0 0 11 0 0 11 -0.0103 0 17 245 M136 '-max 41`.9485 17 11 0.0313 T` 18•` 0 = 7 18 0 7 18 :'0 7 1.8 0.077 4.3021 16 246 min 15.4906 0 17 -0.036 0 16 0 0 11 - 0 0 11 0 0 11 -0.0136 7 18 247 '-.M137 max 14.80.., ''7.S 18 . ::0.0252 7i5 17 0 -` 7.5 ; 18 0 `=7.5 `18 .0 7.5 .8 01364 4.6094 16 -.. 248 - min -25.87... 0 16 -0.0455 0 11 0 0 11 0 0 11 0 0 11 -0.0136 0 18 249 >M138 --max -17.87... .6'i5833 17 `-0`0473 '65833 . 18 ? 0 6.5833 18. 0 '6.5833 '18 '0 '6!5833 18 0.1214 1 1658 11 250 min -31.17... 0 11 -0.0136 0 16 0 0 11 0 0 11 0 0 11 -0.0625 6.5833 18 251 M139. max -14.30.,.:16i9167 17 `0.0897 16.9167 16 0 -16.9167 18 0 16.9167 18 0 1619167 <18 0,1729 6.1675 16 i 252 min -28.15... 0 11 -0.0588 0 18 0 0 11 0 0 11 0 0 11 -0.306116.9167 16 253 M140 ' fmax -1i4.30.. 1.69167 1'7 -.0 0577 1.6.9167 17" 0 16.91-67- 18 0 16.9167 18 0 :16 9167 1:8 01.888 10.9253 11 254 min -28.15... 0 11 -0.091 0 11 0 0 11 0 0 11 0 0 11 -0.3074 0 16 255 ;M141 max .. .1'7.63.., 6'.5833 17 0'.02 6 5833 • 11 0 65833i 18 0 `6.5833 '-18 0 +65833 18 0.1082 4.1832 11 256 min -37.49... 0 11 -0.0411 0 17 0 0 11 0 0 11 0 0 11 -0.0499 0 17 M142 max 15.28,,. ;:7.5 4 257 14 0.0327 7':5 17`' 0 7.5.. 18 l' 0 7.5 ."18 :0 . 75 18 01594 4.2188 11••• 258 min -36.5 0 11 -0.0355 0 11 0 0 11 0 0 11 0 0 11 0.0294 7.5 17 259 •:M 143 max '21.9158 :'7 <;1.6 ' 0.0457 7 11 0" t: 7 18 0 . 7 18 :0 7 18 0.1246 1 531:3 11 260 min -2.8641 0 18 -0.0252 0 17 0 0 11 0 0 I 11 0 0 11 0 7 11 261 'M144 Amax 3.7123 c0 - • 1'7 0.0208 7:0836 17 0 " 70836 18 i' 0 17.0836 '-`18 0 7.0.836 18 0:0237 3.0991 11 262 min -10.39... 7.0836 11 -0.0154 0 11 0 0 11 0 0 11 0 0 11 -0.0217 7.0836 . 17 263 1.M145 max :-6.4293 0 17 0 0:12 6.961.9 17 ` 0 6.9619 18 : 0 6.9619 ''18 0 <6`.9619 1:8 0'.0608 5 584 1 i ;:'. R1SA-3D.NET version 18.0.0.35694 [Building frame.r3d] -p29 Page 11 Company : TMRippey Consulting Engineers 5/21/2020 Designer : kjaycox 4:52:52 PM Job Number : 20048 Checked By A n:EWIETscHE{CJ1A1PANY Model Name : Building braces Maximum Member Section Forces(Continued) Memb... Axial[kl Loc[ft] LC y She... Lee[ftl_ LC z She... Loc[ftL LC Torqu... Loc [ft' LC _yy M... Loc[ft] LC z-z M. Lee[ft] LC 264 I min -15.04... 6.9619 11 -0.0278 0 11 0 0 11 0 0 11 0 0 11 -0.0217 0 17 ii 265:' M146 '.max 9.1963 0 17 0 0265 7.702 11 .0 7.702 18 0 7.702 18 60 7 702 18 !0:0703 2 4069 11 266 min -19.84... 7.702 11 -0.0172 0 17 0 0 11 0 0 11 0 0 11 0 7.702 11 267' M147 max 7,1118 77022 . 18 :.00178 77022 . 18 0 7.7022 18 - 0 7.7022 18 `'.0 7.7022 48 O'.0633 5.0546 16 268 min -15.33... 0 16 -0.0252 0 16 0 0 11 0 0 11 0 0 11 0 0 11 269 M148 max 4i3236 i6:9619 18 0.0269 >619619 16 0 6.9619' 18 0 i.6.9619 -18 '.0 6'.9619 "'18 00518 1_5954 16 270 min -10.52... 0 16 -0.0124 0 , 18 0 0 11 0 0 11 0 0 11 -0.0236 6.9619 18 271 >M149 .>max =1.61. 70833 Y'18 0-.0148 7.0833 16 0 7,0833i ' 18 0 _i7.0833 `18 ,0 7.0833 18 0 0219 4132 16 272 min -5.9124 0 16 -0.0211_ 0 18 0 0 11 0 0 11 0 0 11 -0.0236 0 18 273 ' M150 ' :max .-2 3791 . ''0 17 O'.021 7.0836 17 0 7.0836' 18 0 7.0836 18 0 7 0836 18` 0 0218 2'.9515 11 274 min -5.7229 7.0836 11 -0.0148 0 11 0 0 11 0 0 11 0 0 11 -0.0229 7.0836 17 275 ':M 151 max -5.084 '0 1;7 0:0124 '6'9619 17 ` 0 6.9619: 18 0 ' '6:9619 18 "0 6.9619 18 0.0492 5294 11 276 min -10.31... 6.9619 11 -0.0265 0 11 0 0 11 0 0 11 0 0 11 -0.0229 0 17 ii-277 'M 152 max 78682 0 17 00248 7702 11 0 ' 7.702 - 18 0 7.702 18 0 7702 18' 0.0612 2.7278 11 278 min -15.118 7.702 11 -0.0177 0 17 0 0 11 -0 0 11 0 0 11 0 7.702 11 279 '''M153 'max -7i1655 7.7 .022 18 0`018 - 7 7022 18 0 7,7022 18 0 7.7022 " <18 0 7 7022 18: 0 0624 °4.9743 16 280 min -15.559 0 16 -0.025 0 16 0 0 - 11 0 0 11 0 0 11 0 0 11 281 M154 max 4.3706<6.9619 18 0':0267''6.9619 16 0. -'' 6.9619 '. 18 .0 6i9619 18. 0 6.9619 18' 0 0507 1.5954 16 `:. 282 min -10.757 0 16 -0.0127 0 18 0 0 11 0 0 - 11 0 0 11 -0.0236 6.9619 18 283 :M155: ::`max -.1:6621 7 0833 18 0.01:48 7.0833 16 ' 0 ' 7.0833 '<: 1$ 0 T:0833 _ i18 :0 7.0833 18 0 022 4.132> 16 ' 284 min -6.1513 0 16 -0.0211 " 0 18 0 0 11 0 0 11 0 _ 0 11 -0.0236 0 18 ! 285 :M156' :max 42.3287 '0 17 0 021 70836 .17 0 7.0836 '• 18 0 ...7 0836 -:18. '0 7.0836 18; 0:0218 .2 951.5 13 -1 286 min -5.5036 7.0836 13 -0.0148 0 13 0 0 11 0 0 11 0 0 11 -0.0229 7.0836 17_ 287 'M157 ;max 5.0375 '0 1:7 0.0122 '6:9619 " .18 0 6.9619 18 0 :6'9619 18. 0 6`.9619 1.8 0.05.1 5.3665 1.3 l 288 min -10.11... 6.9619 13 -0.0269 0 14 0 0 11 0 0 11 0 0 11 --0.0229 0 17 289 :'..:M158 ''max -7 8165 0 17 0.0251 7.702 13 " 0 7.702 ` 18 0 7,702 18" 't0 7 702 18` '0'0628 2.7278 13 : 290 min -14.91... 7.702- 13 -0.0175 0 17 0 0 11 0 0 11 0 0 11 0 7.702 11 291 ' M 159" max -8.9164 7.7022 18 0.01;74 7 7022 18 :i 0 7.7022 18 0 7 7022 18 0" 7.7022 18 0.0714 5.3755 16: • 292 min -20.08... 0 16 -0.0267 0 16 0 0 11 0 0 11 0 0 11 0 I 0 11 I 293 'M160 max -6 1427 6 9619 18 0 028 6.96.19 16 0 C 6.9619 18 0 .6.9619. . �18 i0 6.96.19 18' 0.0621 1.3779 16 294 min -15.28... 0 16 -0.0122 0 18 0 0 11 0 0 11 0 0 11 -0.022 6.9619 18 295 -M161 'max -3 424 7 0833 18 01.01:54 7.0833 16 0 7.0833 18 0 7.0833 18 0 7 0833 18' 0i0238 3.9844 16 ` 296 min -10.62... 0 16 -0.0208 0 18 0 0 11 0 0 11 0 0 11 -0.022 0 18 Asd360 Y\0 crt0"C r �1, `t'g iS 0\/ ir- S+t' ] > ' 5oed� rs Member Shape Code Ch... Loc[ft] LC Shear C... Loc[ft] Dir LC Pnc/om [k] Pnt/om [k] Mnyy/om...Mnzz/om... Cb Eqn 1- M 1 W 12X53 0:968 0 11 0.210: 37.5 " y 'r 13 :'232.6199 336.2874 52 2754 139 940 i 2.1736 H 1-1 a :I 2 M7 LL2.5x2 1.065 3.7165 12 0.002 7.433 y 1 11 24.9145 51.3054 2.9547 2.1749 1 H1 1a 3 `> M11 LL2x2 5x 0.996 3'7165 11 0.002 s 7 433 y l 18 'i 14.0559 46.131`7 2.9777 1 4391 H 1-1 a 4 M12 LL2.5x2x.. 1.092 4.0326 11 0.001 8.4159 y , 17 - . 13.9974 35.3533 1.4515 1.5786 1.1364 Hi-la 5. M13 LL2x25x... 0.053 31758 11 0.001 ' 6.4867 y l 12 " 118.4305 ` 46.1317 2.9777 1"41449 1 H1-1b RRSA-30.NET version 18.0.0.35694 [Building frame.r3d] ' D Page 12 ' Company : TMRippey Consulting Engineers ri,h• j Designer : kjaycox 5/21/2020 isA 4:52:52 PM sa Job Number : 20048 Checked By : ANEMFETSCHEK COMPANY Model Name : Building braces Asd360(Continued) Member Shape Code Ch... Loc[ft] LC Shear C... Leo[ft] Dir LC Pnc/om [k Pnt/om [k Mnyy/om...Mnzziom... Cb Eqn 6 M14 LL3.5x2.... 0.172 0 11 0.001 I 9.5839 y 12 27.01 62.515 3.0122 4.0794 1.1364 Hi-lb" 7 M15. LL2x2x4x0 ':0 655 :4.9748 16 0.000 8'.3785 .•y 16 10.2893; ':-:.40.7425!:::' 19257 1.3651 1 H 1-1 a " 8 M16 LL2x2.5x... 0.124 0 11 0.000 4.4628 y 11 29.881 46.1317 2.9777 1.4567 1 H1-1b* 9 ••'' M21-' LL2x2.5x... >1'398... 4.0601 i' 12 0.001: 8.4733 y 18 --13.6613 ` '34.8615 1.4517 1.5755 1.1364 H 1-1 a.---...... 10 M22 LL2x2.5x... 0.075 3.1771 12 0.000 6.4893 y 13 18.4168 46.1317 2.9777 1.4449 1 Hi-lb 11 ' M23' LL3 5x2.... 0.268 . r 4.491 12 0`.001 9.5809 y 15 '27.0228 t 62.515 3'.0122 4.0795 '1.1364 H1.-1 a 12 M29 LL2.5x2.... 0.096 4.4628 12 0.000 4.4628 y 13 39.5436 51.3054 2.9547 2.2153 1 H1-1b*_1 13 'M30: LL2x2x4x0 •0.002 13.6667 ' 14 `0.000 1.3.6667 'y 18 3.8672 407425 _ 1;.9257 13201 1 H1-1b' 14 M31 LL2x2x4x0 0.005 13.6667 16 0.000 13.6667 y 16 3.8672 40.7425 1.9257 1.3201 1 j H1-1b :::..':.'15,'1:.:',.' M32 :W12X53 0.908 0 11 0.364 37.5. y 11 192.4186 :336.2874 :522754 I.139.94D1 2.0401 H14a '' 16 M33 LL2x2x4x0 0.335 3.4024 13 0.000 8.3751 y 18 10.2978 40.7425 , 1.9257 1• 1.3652 1 H1-la 17 M34:i ST8X13 .... :0.681 42.739 13 , 0110 6.7421 y ;-. 11 ='65.5225I. 84.94•69 7.7342 4i3036 :1'.2631 H1-1a 18 M35 ST6X13.... 0.687 - 0 13 0.096 0 y 11 65.8104 84.9169 7.7342 4.2084 I 2.224 Hl-la • 19.>:' M36= ST6X13.... '.0.866 "`•6.9899 14 0.101. '6 9899 y 15 >:65.1609 84.9169 7.7.342 :4.2084 '1'.6242 1-11-1 a 20 M37 ST6X13.... 0.994 0 14 0.092 0 y 14 66.0056 84.9169 7.7342 4.2084 2.4135 H1-la 21 'M38' ST6X13.... '0 961 _ 0 14 0.096: 0 ''y ': 13 65.8009 84.9169 7 7342 4.2084 11.2829 H1-1 a 22 M39 ST6X13.... 1.088 - 3.4927 14 0.098 0 y 12 65.908 • 84.9169 7.7342 4.3036 1.1797 H1-la 23 M40:: ST6X13.... 1'185 3.0225 16 0.097 :6.448 y 11 65.908 84.9169 7.7342 :4 3036 1.1646 '.' Hi-la ', 24 M41 ST6X13.... 1.053 3.0625 16 0.097 6.5333 y 16 65.8009 84.9169 7.7342 4.3036 1.2542 H1-1a 25 ' M42> ST6X13.... ' 1.070 +6.3666 i 14 0.092` 6..3666 y 14 i66.0068;i 849169 7i7342 4'.2084 2.3921 H1-1a 26 M43 ST6X13.... 1.001 0 16 0.102 0 15 65.0577 84.9169 , 7.7342 4.2084 1.5958 • H1-la 27 M44 t 8176X13.... 0.866 •.6.4602 16 0'.093`. 6 4602 y 11 65.8929.< 84.9169 7:7342 ...:.''..:'4.2084:. 1l.9436 HI-la 28 M45 ST6X13.... 0.940 3.8627 16 0.109 0 y 11 65.5225 84.9169 7.7342 4.3036 1.2341 j H1-la 29 M47-: W12X53 0.892 011 0 189+ 37.5 : y11 192.4186' 336.2874 52.2754139.94012.2483 • • Hi-la=' III 30 M48 LL2x2x4x0 0.002 13.6667_ 16 0.000 13.6667 y 18 3.8672 40.7425 1.9257 1.3201 1 H 1-1 b • 31 M49 .`. LL2x2x4x0 0.002 13.6667 11 :0'.000" =13.6667 y '` 11 3.8672 `40'7425 1'9257 1 1•707 1 H1-lb t'• 32 M51 ST6X13.... 0.944 0 12 0.092 0 x 16 66.0056 84.9169 7.7342 4.2084 2.4182 H 1-la I 33 M52s• LL2x2X4x0 O',348 i3.4024 11 0.000`> 8.3751 y 13 10.2978 40.7425 1.9257 1:.3652 1 H1-1a i 34 M53 113.5x2 0.265 4.491 16 0.001 9.5809 - y 1 15 27.0228 62.515 3.0122 4.0795 1.1364 H1-1a 35 . M54.:" ST6X13.... 0..825 '6.9899 .. 11 0.101it` 6'.9899 Y" 11 65.1609 84 91.69 7.7342 f '4.2084 1'.5922 H1-la 36 M55 LL2.5x2 .. 0.097 4.4628 16 0.000 4.4628 y 12 39.5436 51.3054 2.9547 2.2153 1 H1-1b* 37 M56:;.::.:.,',..:::S16X13.... +0.663 '= 0 11 0.096'% 0`' >y 11 65.8104`' :84.9169 77342 4'2084 22769 H1-1a '1 38 M57 ST6X13.... 0.654 6.7421 j 11 0.110 j 6.7421 y 16 65.5225 84.9169 7.7342 4.2084 1.2739 • H1-1a 39 M58.1 LL2x2 5x... 90.074 3.1771 , ' 16 0.000:s . :.6.4893 ' y 15 18.4168" 46.1317 2.9777 1'4449 1 H 1-1 b 40 M59 LL2x2.5x... 1.388 4.0601 - 16 0.001 j, 8.4733 ': y 15 13.6613 34.8615 1.4517 1.5755 1.1364 1-11-1a • 41 M60 LL2 5x2.... 1 061 ,.3 7165 16 0.002 : 7.433 y ," 17 24.9145-` 51 3054 2.9547 2.1.749 1 :H 1-1 a 42 M62 ST6X13 1.037 3.4927 - 11 0.098 0 y - 16 65.908 84.9169 7.7342 4.3036 . 1.1819 H1-la 43 ' M63 :i 5T6X713 ... 0913 0. ; 11 0.095 - 0 ` y 11 .65.8009. 8419169 7.7342 42084 1.294 H1-1a ' 44 M68 LL2x2x4x0 0.375 4.9748 16 0.000 8.3785 • y 15 10.2893 40.7425 1.9257 1.3651 1 H1-1a 45 M69 ST6X13..._ ..0.685 3.9329 16 0.110 0 `.y ,!13 _•r•65.5225 84.9169 7.7342 4 3036 1 2582 H1-la 46 M70 LL2x2.5x... 0.128 0 13 0.000 4.4628 y 16 29.881 46.1317 2.9777 1.4567 1 H1-lb* • RISA-3D.NET version 18.0.0.35694 [Building frame.r3d] • Rom; Page 13 tent Company : TMRippey Consulting Engineers 5/21/2020 ® Desig : kjaycox 4:52:52 PM Job N nu : 20048 Checked By A NEMSTSCHEK COMPANY Model Name : Building braces Asd360(Continued) Member Shape Code Ch... Loc[ft] LC Shear C... Loc[ft] Dir LC Pnc/om [k1 Pnt/om [k]Mnyy/om...Mnzz/om... Cb Eqn 47 is M71 ST6X13.... 0.678 6.4602 16 0.095 6.4602 y 11 65.8929; 84.9169 7.7342 4.2084 2.3129 H1-1a 48 M72 ST6X13.... 0.970 6.3666 16 0.092 6.3666 y 16 66.0068 84.9169 , 7.7342 4.2084 2.4589 Hi-la 49 M75 ST6X13.... 0.926 6.5333 `> 16.. 0.095 6.5333 y 16 65.8009 84.9169 7.7342 4.2084 1.281 H1-1a 50 M76 ST6X13.... 1.056 2.9554 16 0.099 6.448 y 13 65.908 84.9169 7.7342 4.3036 1.1799 H1-1a 51 M79 LL2x2.5x... 1.436 4.0326 13 0.001 8.4159 y 18 13.8207 34.8615 1.4517 15767 1.1364 Hi-la 52 M80 LL2.5x2.... 1.102 3.7165 13 0.002 - 7.433 y 14 24.9145 51.3054 2.9547 2.1749 1 Hi-la 53 °? M81 LL2x2.5x... '0.080 3.1758 13 0.001 6.4867 y 16 ='18.4305 46.1317 2.9777 1.4419 1 H1-1b 54 M82 ST6X13.... 0.857 0 16 0.102 0 I y 11 65.0577 84.9169 7.7342 4.2084 6183 HI-la 55 M83 LL35x2.... `0287 4.4924 13 I:: 0.001 9.5839 y 16 27.01 62.515 3.0122 4.0794 I 1.1364 H1-la ' 56 M86 ST6X13.... 1.037 0 11 0.092 0 y 11 66.0056 84.9169 7.7342 4.2084 2.2709 , H1-la 57 M87 LL2x2x4x0 0.640 3.4024 '11 0.000 8.3751 y 18 10.2978 40.7425 1.9257. 1.3652 1 HI-la 58 M88 LL3.5x2 . 0.155 0 16 0,001 9.5809 y 14 27.0228 _ 62.515 3.0122 4.0795 1.1364 H1-1b` 59 M89 ST6X13.... 0.965 6.9899 11 0.100 6.9899 y 11 65.1609` 64.9.169 7.7342 4.2084 1.5931 HI-1 a 1 60 M90 L2.5x2.5x4 0.273 2.6498 16 0.000 4.4628 y 11 13.3935 25.6527 0.7409 1.5332 1.1364 H2-1 61 M91! 5 ST6X13.... 0.836 0 11 0.092 0 y 11 65.8104 84.9169" 7.7342 4.2084 1.8667 H1-1 a 62 M92 LL2x2.5x... 0.049 3.1771 16 0.000 6.4893 y 13 18.4168 46.1317 2.9777 1.4449 1 H1-1b 63 M93 LL2.5x2.... 0.740 4.1484 16 0.001' 8.4733 y 11 20.0679 51.3054 2.9547 2.1607 1 H1-1a 64 M94 ST6X13.... 1.032 3.4708 11 0.097 0 y 11 65.8009 84.9169 7.7342 4.3036 1.2583 Hi-la 65 M98 LL2x2x4x0 0.361 4.9748 16 0.000 8.3785 y 14 10.2893 40.7425 1.9257 1.3651 1 Hi-la 66 M99 LL2x2.5x... 0.127 0 11 0.000 4.4628 _ y 16 29.881 46.1317 2.9777 1.4567 1 1 HI-1b* 67 :'` :1V1100 ST6X13, '0.692 6.4602. 16 0.095 6.4602 y 11 65.8929 s 84.9169 7.7342 4.2084 ' 2.2676 Hi-la 68 M101 ST6X13.... 0.992 6.3666 ' 16 0.092 6.3666 y 16 66.0068 84.9169 7.7342 4.2084 2.4415 H1-la 69 ' M103" ST6X13.... 0.951 6.5333 16 " 0.096 6.5333 y 16 65.8009' 84.9169 .7.7342 4.2084 1.2785 Hi-la 70 M105 LL2x2.5x... 1.491 4.0326 11 0.001 8.4159 y 17 13.8207 34.8615 1.4517 1.5767 1.1364 H 1-1 a 71 " M106 LL2x2.5x... 0.084 3.1758 11 0.001 6.4867 y 15 18.4305 46.1317 2.9777 1.4449 1 H 1-1 b 72 M107 ST6X13.... 0.877 0 16 0.102 0 y 11 65.0577 84.9169 7.7342 4.2084 1.5921 Hl-la 73 ! "M108 LL35x2.... 0.302 4.4924 11 • 0.001 - f:9.5839 y 11 27.01 62.515 3.0122 4.0794 1.1364 e H1-1a 74 M111 LL2.5x2.... 1.134 3.7165 11 0.002 7.433 y 11 24.9145 51.3054 2.9547 2.1749 1 H1-la 75 M112 ST6X13.... 0.703 . .`3.9329 16 .. 0.110 0 y 11 65.5225 84.9169 7.7342 4.3036 1.257 Hi-la 76 M113 LL2x2x4x0 0.006 13.6667 11 0.000 13.6667 y 11 3.8672 40.7425 1.9257 1.1707 1 H1-1b 77 ':1? M115` ST6X13.... 1.084 2.9554 16 0.098. - 6.448 y 11 ':65.908 84.9169 7.7342 4.3036 1.1782 H1-1a 78 M116 ST6X13 . 1.167 3.4255 11 0.097 0 y 16 65.908 84.9169 7.7342 4.3036 1.1657 H1-1a 79 >s M117 LL2x2x4x0 0.002 13.6667 16 0.000 13.6667 - y . 18 3.8672 40.7425 1.9257 1.3201 1 H1-1b 80 M119 LL2.5x2.... 0.862 3.7165 16 0.002 7.433 y 15 24.9145 51.3054 2.9547 2.1749 1 H1-la 81 M120 ST6X13.... 0.919 2.8795 11 0.108< 6.7421 -'.'y 16 65.5225 84.9169 7.7342 4.3036. ' 1.2311 H1-la 82 M121 Wi2X53 0.501 0 16 0.323 37.5 y 16 192.4186 336.2874 52.2754 108.2113 1 Hi-lb 83 M25 LL2x2x4x0 0.097 4.0425 13 0.002', 8.0849 y _ 11 11.0502' "40 7425 1.9257 1.3676' I 1 HI-lb 84 M26 LL2x2x4x0 0.255 2.4163 13 0.000 5.6577 y 18 21.0001 40,7425 1.9257 1.3883 1 H1-la 85 M27 LL2x2x4x0 0.074 3.2862 16 0.002 6.5725 y 15 16.6578 40.7425 1.9257 1.3805 1 1 H1-1b 86 M28 LL2x2x4x0 0.110 0 16 0.000 3.0338 y 16 _ 33.6733 40.7425 I 1.9257 1.4066 1 H1-lb" 87 M17 LL2x2x4x0 0.098 4.0432 16 0.002: 8.0865 y 15 11.046 40.7425 I 1.9257 1.3676 1 H1-1 b RISA 3D.NET version 18.0.0.35694 [Building frame.r3d] R222 Page 14 Company : TMRippey Consulting Engineers 5/21/2020 IIRIsA g kjaycox 4:52:52 PM JobDesi Numberner :: 20048 Checked By: ANEMETSCHEK COMPANY Model Name : Building braces Asd36Q(Continued) Member Shape Code Ch... Loc[ft] LC Shear C,.. Loc[ft] Dir LC Pnc/om[k Pntiom [k] Mnyy/om...Mnzz/om... Cb Eqn 88 M18 LL2x2x4x0 0.258 2.4163 16 0.000 5.6578 y 12 20.9996 40.7425 1.9257 1.3883 1 H1-1a 89 M1.9 LL2x2x4xO 0..074 3.2862 'i 14 r' .. 0:002 6".5723 y' : i7 16.6584: 4417425 1'9257 1:3805 1 H1-lb 90 M20 LL2x2x4x0 0.110 0 14 0.000 3.034 14 33.8727 40.7425 1.9257 1.4066 1 H1-1b* 91 M50. ` LL2x2x4x0 <0 097 '4.0425 11 0.002 -•8.0849 'y 13 11.0502 40.7425 1'.9257 1••3676 1 H1.-1 b 92 M66 LL2x2x4x0 0.254 2.4163 11 0.000 5.6577 y 11 21.0001 40.7425 1.9257 1.3883 1 H1-1a 93 'M65 LL2x2x4x0 '0074 3.2862 16 '0.002 6.5725 y 13 16.6578= 40.7425 1.9257 f 1.3805 1 H1-1b - 94 M64 LL2x2x4x0 0.110 0 16 0.000 3.0338 y 14 33.6733 40.7425 1.9257 1.4066 1 1-11-1b" 95 M78 LL2x2x4xO 0i097 T4.0432 16 i0002 ' s8.0865 ly ": 12 : 11.046' 40.7425' 1 9257 1.3676 i H1-113" 96 M74 LL2x2x4x0 0.255 2.4163 16 0.000 5.6578 13 20.9996 40.7425 1.9257 1.3883 1 H1-1a 97 M73' LL2x2x4x0 0.074 3.2862 13 0.002 6.5723 . y 17 16.6584; 4017425 1''.9257 1..3805 1 H1-1b 98 M77 LL2x2x4x0 0.110 0 13 0.000 3.034 y 11 33.6727 40.7425 1.9257 1.4066 1 H1-1 b" 99 M85' ' LL2x2x4x0 0'.098 4.0425 ! 11 0.002 8.0849 y 11 11.0502:: 407425 1'.9257 13676 1 HI-11)'r' 100 M97 LL2x2x4x0 0.257 2.4163 11 0.000 5.6577 y 13 21.0001 40.7425 1.9257 1.3883 1 H1-1a 101 ? M96 LL2x2x4xO 0 074 %3.2862 16 0.002 =6.5725 y 16 ;:16.6578 40 7425 1..9257 1'.3805 1 :• HT-.1 b '' 102 M95 LL2x2x4x0 0.110 0 16 0.000 3.0338 y 14 33.6733 40.7425 1.9257 1.4066 1 H1-1b* 103 M104. LL2x2x4x0 0:097 '.':4.0432 16 0 002 8.0865 `y i 17 11.046 - 40 7425 1.9257 1.3676 i 1 ='H'1.1 b 104 M102 LL2x2x4x0 0.255 2.4163 16 0.000 5.6578 y 14 20.9996 40.7425 1.9257 1.3883 1 H1-1a 105 M110 ;LL2x2x4x0 .0.074 %'3.2862 ± 11 0.002 '6.5723 y 18 16.6584- 40.7425 1`'9257 1 3805 1 H1-1b :.. 106 M109 LL2x2x4x0 0.110 0 11 0.000 3.034 - y 14 33.6727 40.7425 1.9257 1.4066 1 H1-lb" 107': M 114 ' ST4x8.5... 0`568 `' 4.6667 11 0.004:: '0 y 1 fi 39.651 <; 53'1627 . >3.9003 11.8232 1 t H 1-1 a " 108 M118 ST4x8.5... 0.681 4.1406 15 0.003 0 y 18 38.2897 53.1627 3.9003 1.8232 1 H1-la 109 M122 ' ST4x8.&.. O'718 :1.783 15 0.004 :65833 "-y 18 40.6192" 53...1627 '3.9003 18232 1 ` H1-1a" j 110 M123 ST4x8.5... 0.679 16.9167 11 0.008 16.9167 y 14 11.688 53.1627 3.9003 1.8232 1 H1-la 111 ?' M124 ST4x8.5... '01679 0 11 0.008' 0`. ' •-•y ! 14 11.688 " 531627 'i3.9003 18232 :j 1 Hi-1a s' 112 M125 ST4x8.5... 0.685 5.2804 11 0.004 0 y i 18 40.6192 53.1627 3.9003 1.8232 1 H1-la 113 M126 ST4x8.5... :0i608 4:2.5 s 11 0:004' 7,5 12 :38.2897 G 53 1627 3'.9003 1.8232 1 1. H1-1a 114 M127 ST4x8.5... 1.056 3.1354 12 0.003 7 y 13 39.651 53.1627 1 3.9003 1.8232 1 H1-1a 115 J' M:128", ST4x815... 1 076 3.5729 13 0i003' .0= y 16 39.651 53 1627 3i9003 1r'.8232 1 Hi-1a••••• 116 M129 ST4x8.5... 0.519 5.3906 11 0.004 0 y 13 38.2897 53.1627 3.9003 1.8232 1 H1-1a 117 M130` ST4x85.,. ot620 1'.0286 11 0.004; 65833 -`Y 18 <40.6192 531.627 3.9003 1.8232 I. 1 H1-1a••••< 118 M131 ST4x8.5... 0.637 16.9167 11 0.007 16.9167 16 11.688 53.1627 3.9003 ' ' 1.8232 1 H1-la 119,y 11A132; ST4x8`&.. -0638 0 11 0.007 0`< y ', 16 11.688 : 531627 3'.9003 1`.8232 1 H1-1a 120 M133 ST4x8.5... 0.651 5.2804 11 0.004 0 y 18 40.6192 53.1627 3.9003 1.8232 1 H1-1a 121 4 M134 ST4x8i5... 0:580 '2.5781 11 0.004i 75 y 16 r38.2897 53.1627 3.9003 18232 1 ' Hi-1a 122 M135 ST4x8.5... 1.086 3.2813 16 0.003 7 y 11 39.651 53.1627 3.9003 1.8232 1 H1-la 123 M136'>': ST4x8.5... :1:086 :3.6458 1i .. " 0.003 0 16 39.651 531.627 . 3 9003 1"`8232 1 . Hi-la 124 M137 ST4x8.5... 0.553 4.6094 16 0.004 0 y 11 38.2897 53.1627 3.9003 1.8232 1 . H1-la 125. M138' . ST4x8 5... 0 645 1-'.1658 11 0.004 6 5833 ry 18 40.6192 53.1,627 3.9003 18232 1 H1-i a 126 M139 ST4x8.5... 0.675 16.9167 11 0.008 16.9167 16 11.688 53.1627 3.9003 1.8232 1 H1-la 127 :7 M140 ST4x8 5... "0'678 0 11 0.008! 0 = 'v 11 11.688 53.1.627 3.9003 1'8232 1 H1-la 128 M141 ST4x8.5... 0.758 4.1832 11 0.003 0 y 17 40.6192 53.1627 3.9003 1.8232 1 H1-1a R1SA-3D.NET version 18.0.0.35694 [Building frame.r3d] �A'2, Page 15 Company : TMRippey Consultin En Designer : kjaycox g g ineers 5/21/2020 4:52:52 PM fnIIRLISA Job Number ; 20048 Checked By: A SICMETSCHEK COMPANY Model Name : Building braces Asd360(Continued) Member Shape Code Ch... Loc U LC Shear C... Leo[ft] Dir LC Pnc/om [k] Pnt/om [k]_Mnyy/om...MnzzJom... Cb Eqn 129 M142 ST4x8.5... 0.764 4.2188 11 0.003 0 y 11 38.2897 53.1627 3.9003 1.8232 1 H1-1a 130 M143 ST4x8.5... 0.606 1.8958 16 0.004 7 y 11 39.651 53.1627 3.9003 1.8232 1 H1-1a 131 M144 LL2x2x4x0 '-0.271 3.0991 11 0.002 7.0836 ' y 17 14.3952 40.7425 1.9257 1?2878 1 H1-1a';' 132 M145 LL2x2x4x0 0.411 5.584 11 0.002 0 y 11 14.9027 40.7425 ' 1.9257 1.2903 1 H1-la 133 M146 LL2x2x4x0 '0.535. 2.4069 : ' 11 0.002 7.702 y 11 12.1765 40.7425 1.9257 1.2756 1 H1-la' 134 M147 LL2x2x4x0 0.420 4.9743 16 0.002 0 y 16 12.1757 ' 40.7425 1.9257 - 1.2756 1 H1-1a 135 M148 LL2x2x4x0 0.294` 1.5229 16 0.002 6.9619 y 16 14.9027 40.7425 1.9257 1.2903 1 Hi-la 136 M149 LL2x2x4x0 0.089 4.132 16 0.002 0 y 18 14.3962 40.7425 1.9257 1.2878 1 H1-1b 137 M150 '`LL2x2x4x0 0.087 2.9515 11 0.002 7.0836 y _ 17 14.3952? 40.7425 1.9257 - 1.2878 1 H1-1b''' 138 M151 LL2x2x4x0 0.287 5.294 11 0.002 0 y 11 14.9027 40.7425 1.9257 1.2903 1 H1-1a 139 M152 . 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'.(..4.462a. ...;."....:"•:•9•:".".."•:"":". 16 min 2.0554 4.4628 7 -0.002 4.4628 1 0 0 1 0 0 1 0 0 1 -0.0022 2.2314 3 •:::'.....17...:.'...::.',..,..;IM21.::::.::':; .:....:.••'•mak.:...;2319176 0]:•::..:•.. •.•:':•:...s.:-:,..',-13f,.:';•::::-!:•:',..0.:.01.58...:-.:. .. 0::i.:::• •:. 1 0 '.!.8:4733:::.,.:.•:•• •:....9...: ::.•'-'...i:•••'-rl•'-':'•'•:',4Y,.:::.,:-:'.!...,''..8.4733•:•-".."..":"."."."""".9":"."'"":".1:::::' ::::.!:.;:l.i-;..T::,...•;-...;:,':8...4733:;',. .:.-..;':.:•9.:E•':::'';',' .:.•:.••...'...'.:.-.•!:(Y...!•':'::...-i8:4733:."..'.::::...9.•. .. _ 18 min 10.2746 8.4733 4 -0.01588.4733 5 0 0 1 0 0 1 0 0 1 -0.0334 4.2366 1 -....i•-'19:"".:""....:M22 •Y,:..:•:..,.rnakT...':',43..2339 .6...4893: ''''''''4":.":".'":":•:": 0:0064'.."-":":"."'.1.:',"".'"..g;":"*:"::::"":....1::;.-;:.:::::.'":"Zi."""''''..""'...:....:-!;'•:-.'•::-.D:1,.....-':•'•]:.. -:,6A893',. 11..:•'.-!:::',9...::,••'-r.. ...'..::•:••'.....,::-';0:::'::•:',,..;.;'.::•:•.6..:4893j-.::::•-•:•:•,'-':',9••• .:.•;.::'•'''''..-07..'::::!...•':...•,•:,'6'.:4893.: •:•"•-',.,•-•''.9..,.1,.:••••••:••.'••••••••••::'-!..T.1=;:'..':'''..'..'....6A893.:..,..•'.:.*:.9...• ... 20 min -7.7134 0 3 -0.0064 6.4893 9 - 0 0 1 0 0 1 0 ' 0 - 1 -0.0105 3.2447 5 FISA-3D.N ET version 18.0.0.35694 [Building frame.r3d] -1z.. s Page 1 Company : TMRippey Consulting Engineers d 5/21/2020 Designer : k]aycox 5:04:04 PM Job Number : 20048 Checked By: ANEMETSCHEK COMPANY Model Name : Building braces Maximum Member Section Forces(Continued) Memb... Axial [k] Loc[ft] LC y She... Loc[ft] LC z She... Loc[ft] LC Torqu... Loc[ft] LC y-y M... Loc[ft] LC z-z I:II... Lac[ft] LC 21 - M23 max 8 5843 :`:0 .. 3 0 0244 0: 22 min 3.4963 9.5809 4 -0.0244 9•.5•8•09 8 0 9:.5809! 9 'i. 0 ':9.5809 9 0 19 5809 9 0 9.5809 9 V 6 0 0 1 0 0 1 0 0 1 -0.0583 4.7904 8 23 ': M29 .. :max :5.0368 :4.4628 : "3 :0 0022 0'• 8 ^ 0 ....:I'.....1...4628' 9 0 '-4.4628 :!' 9 0 4.4628 9 0 4.4628 9 24 min 2.1586' 0 4 -0.0022 4.4628 4 0 0 1 0 0 1 0 0 1 '-0.0024' 2.2314 8 25 " M30 ==max 0.0831 0 14 0' % 13.6667 9 0 '''13.6667 9 0 713.6667 9 '.0 13 6667 9 0 f 13'.6667 9 26 min -0.182613.6667 6 0 0 1 0 0 1 0 0 1 0 0 1 0 0 1 27 M31 max :-0.083113.6667 .'1 '••.0.0003 13.6667 6 0 13.6667 9 0 1:3.6667 9 0 1316667 `9 0 0 9 ,• 28 min -0.1826 0 6 0.0001 0 1 0 0 1 0 0 1 0 0 1 -0.004313.6667 6 29 M32 max 1:19.7... 0 _1 2.8896,26..5625 5 0 37.5 9 0 =3 7.5 ` 9 ''0 37.5 ' 9 35.0902 0 '6 _ 30 min 12.8569 37.5 7 -13.90...35.1563 3 0 0 1 0 0 1 0 0 1 -43.77...26.5625 4 31 : M33 max :4.0663 %0 9 0.0053 0:' 2 i;' 0 8.3751 9 0 `8.3751 ` 9 '0 8`3751 9. 0<` 8.3751 9 32 min 1.7024 8.3751 1 -0.0053 8.3751 3 0 0 1 0 0 1 0 0 1 :-0.0111 4.1876 2 1.11:1133 > M34 max.:21'.8534 0 6 1 9098 0 6 0 6.7421'1 9 0 6.7421 _ 9 si0 67421 9 2.6743 6.7421 3 34 min 8.9442 6.7421 1 -2.7005 6.7421 3 0 0 1 0 0 1 0 0 1 -2.6677 2.8092 6 35 M35 :max i21.327, 0 = 6 2 3514 0: 3 0 6.52591• 9 0 6.5259 9 0 6.5259 9" 2.6713 0 :':::.....::•-.: :•:••3- 36 , min 8.7381 6.5259 1 -2.1233 6.5259 6 0 0 1 0 0 1 0 0 1 -1.3654 3.3989 6 37 M36 max `-40.2463 `0 > 6 '2.3081 0' 6 ' 0 6.9899s 9 0 -'6.9899 -' 9 "0 619899 9. 2.5126 i6'.9899 6 38 min 17.2465 6.9899 1 -2.477 6.9899 3 0 0 1 0 0 1 0 0 1 -1.9708 3.3493 3 39 M37 " <max -'50.2779 10 6 2t2555 0 6 `: 0 '; 6.3676 9 1 .0 6.3676 - 9 ,0 6'.3676 .9; 2.5126 0 6 40 - min 21.783 6.3676 1 -2.1025 6.3676 3 0 0 1 0 0 - 1 0 0 1 -1.2046 3.3164 9 41 i M38 ::max : 5.4.5629 0. ":6 2'.3349 0 + 9. 0 6.5333' 9 0 6.5333 '' 9 0 6`.5333 9 '2.0252 0 3 42 min 23.5554 6.5333' 1 -2.1374 6.5333 3 0 0 1 0 0 1 0 0 1 -1.9591 3.4028 9 43 ': M39 ' max 54.3371 0 6 242:16 0 `: 3 0 6.448' 9 >i 0 '6.448 9 0 6:448 9; 1:.3823 0 3 44 min 23.4428 6.448 1 -1.9938 6.448 9 0 0 1 0 0 1 0 0 ' 1 -2.9031 3.5599 9 45 ' M40 max ''' 58'.7098 6.448 ;'6 2.0113 0 ' 6 0 ''! 6.448'>` 9 0 6.448 9 0 6 448 9 12659 6.448 9 46 min 24.8185 0 1 -2.4036 6.448 9 0 0 1 0 0 1 0 0 1 -2.9542 2.9554 6 47 M41 ;.max 58.9258 ,6.5333 6 2'1251 0 9 G. 0 6.5333 : 9 0 6.5333 9 0 6.5333 9? 1%9892 6'.5333 3 48 min 24.9331 0 1 -2.3467 6.5333 3 0 0 1 0 0 1 0 0 1 -2.0347 3.1306 6 ' 49 M42 :max 54:5819 6i3666 1.6 2:0925 0 3 0 " 6.3666 : 9 0 - :6.3666 9 0 6'3666 9' 2.5404 63666 6 "- 50 - min 23.1796 0 1 -2.2655 6.3666 6 0 0 1 0 0 1 0 0 1 -1.2095 3.0507 3 51 M43 `max 47.8163 7 0566 6 `24982 0 :_ 3 0 7.0566 9 0 7.0566 9 '•0 '7.0566 9'; 2.5404 0 1 6' 52 min 19.7447 0 1 -2.3314 7.0566 6 0 0 1 0 0 1 0 0 1 -2.0214 3.6753 3 53 < M44 max 35'.7673 :6;4602 6 2148 0'> 6 0 6.4602: 9 a1 0 '6.4602 '?9 "0 6'.4602 9: 2.3914 6.4602 3 54 min 13.5594 0 1 -2.2825 6.4602 3 0 0 1 0 0 1 0 0 1 -1.4122 3.1628 6 55. - M45 max. '36 3162 6 7421 ':''6 2 659 0.r: 3..: 0 6.7421 9 0 `6.7421 119 :0 6.7421 , 9 ' 2 39114 0 '. 3 56 min 13.7716` 0 1 -1.9514 6.7421 6 0 0 1 0 0 1 0 0 1 1 2.785213.86271 6 57 M47 .:!max 1134.0... ='0 1 2.1:174 :37 5 7 0 37.5 9 0 37.5 :9 ' 0 1.37.5 I 9` 9.84341 0 ' 1 58 min 27.4663 37.5 7 1-2.9299 35.1563 1 0 0 1 0 0 1 0 0 1 -7.2421134.7656. 1 1.11:159 1 M48 'max -0 0813 10 111 0 13 6667 9 0 13.6667 9 0 13.6667 ': 9 0 13 6667 9 0 : 13 6667 9 ' 60 min -0.179913.66671 9 I 0 0 1 I 0 0 1 0 0 1 0 0 1 0 0 1 1111•61 M49 - max -0t0813 1310667 1 j 0<' 13.6867 7 • 0 13.6667 9 !.. 0 [13.6667 9 0 13'.6667 9 '0 0002 13`66671 9 , RISA-3D.NET version 18.0.0.35694 [Building frame.r3d I 'i2:39„p Page 2 '?. Company : TMRippey Consulting Engineers 5/21/2020 tii, " Designer : kjaycox 5:04:04 PM zs Job Number : 20048 Checked By: ANEMETSCHEK COMPANY Model Name : Building braces Maximum Member Section Forces(Continued) Memb... Axial [kL Loc[ft] LC y She... Loc[ft]_ LC z She... Loc[ft LC Torqu... Loc[ft] LC y-y M... Loc[ft] LC z-z M... Loc[ft] LC 62 min -0.1799 0 9 0 0 9 0 0 1 0 0 1 t 0 0 1 -0.000213.6667 7 63 M51 max 47.0063 0 9 '22582 0' 9 : 0 63676 9 0 ;>'• :6.3676 9 0 63676 9 i2.5242 0 9 64 min 20.5991 6.3676 ' 4 -2.0995 6.3676 3 0 _ 0 1 0 0 1 0 0 1 -1.2017 3.3164• 9 65 . M52- ; max '.4.2451 0 9 '.0.0053 0:, 3 0 --:.':.8.3751' 9 0 8.3751 9 •'0 8.3751 I 9 0': 8`3751 9 66 min 1.6452 8.3751 7 -0.0053 8.3751 1 0 0 1 •0 0 1 0 0 1 -0.0111 4.1876 3 67 : M53 .max 8.245 .0 <6. 0.0244 .0.:;: 2 0 . '' 9.5809; 9 0 '::.9.5809 ':> 9 :.0 9'5809 9 0 ' >9i5809 9 68 min 3.5703 9.5809 1 -0.0244% 9.5809 3 0 0 1 0 0 1 _ 0 0 1 -0.0583 4.7904 2 69 ` M54 max 37.2094 0 '.:9 23.105 0' 9 0 : >6.98991 9 0 -'6.9899 9 liD 6.9899 9 :25242 :.69899 9 '' 70 min 16.0604 6.9899 7 -2.4745 6.9899 3 0 0 1 0 _ 0 1 0 0 1 • -1.9491 3.3493 3 71 '> M55 max 5 0512 :4:4628. 6 `0 0022 0='- 6 ``. 0 ? 4.4628; 9 0 4.4628 : 9 0 4.4628 .9': 0` `4.4628 9. 72 min 2.1859 0 1 -0.0022 4.4628 4 0 0 1 0 0 1 0 0 1 -0,0024 2.2314 i 6 73 M56 'max 1.8.7927 r0 9 2.3503 0% 6 0 6i5259 9 0 6.5259 9 0 6.5259 9' 2!6957 0 6 "` 74 min 7.401 6.5259 7 -2.1232 6.5259 9 0 0 1 0 0 1 0 0 1 -1.3371 3.3989 9 75 M57 max = 19.3184• 0 9 1`:9055 0' 9 D ' 6.7421 9 0 8.7421 9 i.0 6.7421 9' 2.6957 6.7421 6 + 76 min 7.6052 6.7421 7 -2.7041 6.7421 6 0 0 1 0 0 1 0 0 1 -2.6557 2.8092 9 77 M58 max 3.2771. :6.48937 1 `0 0064 0: 5 0 ,, 6 4893' 9 0 '• 6.4893 9 0 >6.4893 9 0 6`.4893 9 78 min -7.4117 0 6 -0.0064 6.4893 8 0 0 1 0 0 1 0 0 1 -0.0105 3.2447 5 79 : M59 max< 23.2972 0 6- 0.0158 0 2 0 ': 8.4733 9 0 8.4733 :+ 9 0 8.4733 9S 0 8.4733 9 80 min 10.3237 8.4733 1 -0.0158 8.4733 4 0 0 1 0 0 1 0 0 1 -0.0334 4.2366 2 81 M60 'max "`-29.577 7.433 1 00283 0 8 0 7.433s' 9 0 7.433 9 ''0 7433 9 0 ' "7.433 9' 82 min -67.37 0 6 -0.0283 7.433_ 7 0 0 1 0 0 1 0 0 1 -0.0527 3.7165 1 83 M62 .max :: :',51.029 <0 ''9 2 4229 0?. 6 i' 0 6.448!' 9 0 6.448 9 0 6?448 9 1'.3903 0 6 84 min 22.2911 6.448 4 -1.9927- 6.448 9 0 0 1 0 0 1 0 0 1 -2.8998 3.5599 9 85 M63 .max 51'.2612 0 ..: 9 +23329 0 9 0 6.5333' 9 0 6.5333 9 0- 6'.5333 9` 21.0493 0 ' 6 86 min 22.4029 6.5333 4 -2.1395 6.5333 6 - 0 0 1 0 0 1 0 0 1 -1,9579 3.4028 9 87 '• M68 :max 4.0742 i8.3785 <3 0.0053 0 i 6 ' 0 8.3785' 9 0 '8.3785 :9 (0 8 3765 9= 0 t:8 3785 '9 88 min 1.6049 0 4 -0.0053 8.3785 9 0 0 1 0 0 1 0 0 1 -0.0111 4.1893 l 6 89 M69 max 18`.5585 6 7421 3 2 6981 0!] 6 0 6.7421` 9 0 '6.7421 9 '0 6i7421 9': -2:6551 0 :. 6 90 min 7.2958 0 4 -1.9109 6.7421 9 0 0 1 0 0 1 0 0 1 -2.6709 3.9329 9 91 M70 ":max `5i0071 0 6 0`.002 0 9 0 4.4628 9 0 '4.4628 9 . 0 44628 9" 0 4:4628 9 92 min 2.1647 4.4628 7 -0.002 4.4628 7 0 0 1 0 0 1 0 0 1 -0.0022 2.2314 9 93 M71 max i;18.0255:.64602 3 21071 0 ;' 9 `' 0 l; 6.4602 9 0 r6.4602 9 s,0 6.4602 5. 2.6551 6.4602 6 94 min 7.0947 0 4 -2.3213 6.4602 6 0 0 1 0 0 1 0 0 1 -1.2773 3.0955 ; 3 95 '' M72 '''max '46.776 ;6i3666 :9 2 0907 0 3 0 6.3666`: 9 0. .6.3666 9 D 6 3668 9=' 2.5695 6.3666 9 96 min 20.4682 0 4 -2.267 6.3666 9 0 0 1 0 0 1 0 0 1 -1.1853 3.0507 3 • 97 M75 - :'max 51'i0345 :.6.5333 '9 2 1424 0 6 D ? 6.5333: 9 0 .:.:6.5333 9 0 6.5333 9; 2 008 65333 6 98 min 22.2739 0 4 -2.3296 6.5333 3 0 0 1 0 0 1 0 0 1 -1.9566 3.1306 3 99 " M76 max �50.8026 6 448 9 1 9909 ' 0.: 3 0 6.448 `' 9 :" 0 6.448 9 <'0 6.448 9,, 1 3976 6.448 6 100 min 22.1623 0 4 -2.424 6.448 6 0 0 1 0 0 1 0 0 1 -2.8945 2.8882 3 _ 101 M79 max 23 4704 0 :fi 0.01.56 0 _ 9 = ' 0 8.4159:' 9 0 J 8 4159 9 0 8.4159 9` 0 8.41'.59 9 102 min 10.433 8.4159 7 -0.0156 8.4159 4 0 0 1 0 0 1 0 0 1 -0.0328 4.2079 9 RISA-3D.NET version 18.0.0.35694 [Building frame.r3d] '37 Page 3 ,n;n Company : TMRippey Consulting Engineers 5/21/2020 IRISA Designer : kjaycox 5:04:04 PM ;;" Job Number : 20048 Checked By: A NEMEETSCHEK COMPANY Model Name : Building braces Maximum Member Section Forces(Continued) Memb... Axial[k] Loc[ft] LC y She... Loc -ft] LC z She... Loc[ft] LC T rqu... Loc[ft} LC y-y M... Loc[ft] LC z-z M... Loc[ft] LC 103 '= M80 max +-30.01... 7.433 7 0.0283 3 1 c 0 >' 7.433 9 0 7.433 9 0 7.433 9 0 7.433 9 104 min -67.80... 0 6 -0.0283 7.433 2 0 0 1 0 0 1 0 0 1 -0.0527 3.7165 1 105 M81 =max -3.3477 6.4867 7 0.0067 . 0 2 ',' 0 6.4867 - 9 0 .6.4867 9 0 6.4867 9 0 : 6.4867 9 106 min -7.541 0 6 -0.0067 6.4867 5 0 0 1 1 0 0 1 0 0 1 -0.0108 3.2434 2 107 M82 max 36.8186 7.0566 9 2.5008 0 3 0 7.0566 9 i 0 7.0566 9 ;0 7.0566 9 2.5695 0 9 108 min 15.8246 0 4 -2.3286 7.0566 9 0 0 1 0 0 1 0 0 1 -2.0008 3.6753 3 109 M83 _ max 8.3648 0 6 0.0244 0 2 0 9.5839 9 0. 9.5839 9 0 9.5839 9 0 9.5839 9 110 min 3.6146 9.5839 7 -0.0244 9.5839 3 0 0 1 0 0 1 0 0 -0.0584 4.7919 2 111 M86 max '::54.08 0 "9 2.2485 0 9 'i' " 0 '6.3676 9 0 %' 6.3676. 9 0 6.3676 9 '2.4543 0 6 112 min 23.7289 6.3676 7 -2.1091 6.3676 3 0 0 1 0 0 1 0 0 1 -1.2395 3.3164 9 113 M87 max 7.3307 0 9 0.0053 0.` 5. 0 8.3751` 9 0 8.3751 9 0. 8.3751 9 .� 0 83751 9 114 min 2.9732 8.3751 7 -0.0053 8.3751 3 0 0 1 0 0 1 0 0 1 -0.0111 4.1876 5 115 + M88 max 3.7304 0 6 0.0244 0 6 0 9.5809 9 0 9.5809 9 0 9.5809 9 0 . '9.5809 9:__ 116 min 1.2706 9.5809 1 -0.0244 9.5809 2 0 0 1 0 0 1 0 0 1 -0.0583 4.7904 6 117 M89 max 47.2351 0 9E9 2.3415 0 6 0 =+ 6.9899 9 0 6.9899 - 9 - 0 6.9899 9 2.4543 6.9899 6 118 min 20.43416.9899 7 -2.4436 6.9899 9 0 0 1 0 0 1 0 0 1 -1.9073 3.4221 9 119 M90 >+max '4 8309 4 4628 . 6 0.0011 0 9 0 2.2314 : 9 0 ' 4.4628 9 0.0009 2 2314 9 0 4.4628 9 120 min 2.0675 0 1 -0.0011 4.4628 6 0 2.8357 6 0 0 1 0 0 1 -0.0009 2.2314 9 121 M91 max ' 34.9632 `::0 9 2 2663- 0 9 " 0 6.5259 9 0 - 6.5259 `'`9 0 6.5259 9 2.294 0 <: 6' 122 min 14.4625 6.5259 7 -2,2062 6.5259 6 0 0 1 0 0 1 0 0 1 -1.4541 3.3309 9 123. M92 max -12348. :6.4893 1 00064 0 :: 7 0 6.4893 9 0 6.4893 9 0 6.4893 9 0 64893 9 124 min 3.4383 0 6 -0.0064 6.4893 5 0 0 1 0 0 1 0 ' 0 1 -0.0105 3.2447 7 125 M93 ":max 16.0484 0 6 0.0232 0 3 0 r 8.4733 9 0 8.4733 •9 0 8.4733 9 0 8.4733 9 126 min 6.5586 8.47331 1 -0.0232 8.4733 9 0 0 1 0 0 1 0 0 1 -0.0491 4.2366 3 127 M94 max :58.4093' 0 9 2.351 0 9 0 si 6.5333 :: 9 ,0 6.5333 9 1.0 6.5333 9 2.0105 0 3 128 min 25.5162 6.5333 7 -2.1209 6.5333 3 0 0 1 0 0 1 0 0 1 -2.0277 3.4028 9 129 M98" '!max '3.9186..:8 3785 3 0.0053 0 6 1. 0 8.3785 9 0 8.3785 9 0 8.3785 9 0 _ 8.3785 9 130 min 1.3836 0 1 -0.0053 8.3785 5 0 0 1 0 0 1 0 0 1 ;-0.0111 4.1893 6 131 Il M99 max '.4 9936 " '0 9 0.002 0 • 3 0 4.4628 9 0 4.4628 9 0 4.4628 9• 0 4.4628 9 132 min 2.1561 4.4628 7 -0.002 4.4628 5 0 0 1 0 0 1 0 0 1 -0.0022 2.2314 3 133 M100 max 20.4299 6.4602 3 •"2.106.1 0 3 0 6.4602 9 0 -:64602 9 - <;0 6.4602 9 2.6326 6.4602 9 134 min 7.6522 0 1 -2.3226 6.4602 9 0 0 1 0 0 1 0 0 1 -1.3053 3.0955 3 l 135 M 101 max 49.776 6.3666: >3 2.0936 0 = .9 0 <i 6.3666 " 9 " 0 6.3666 9 0 6.3666 9 2.556 6.3666 6 _ 136 min "21.6758 0 1 -2.264 6.3666- 6 0 0 1 0 0 1 0 0 1 -1.1886 3.0507 3 137" '`M103 max 540611 6.5333 3 2.1404 0 9 .0 6.5333 . 9 0 6.5333 9 0 65333 9 2.0142 6.5333 9 138 min 23.4543 0 1 -2.3319 6.5333 3 0 0 - 1 0 0 1 0 0 1 -1.9593 3.1306 3 139 M105 max . 24.1769 • 0 9 . • 00156' 0 : 3 0 8.4159 9 0 84159 9 0 8.4159 9 0 _' 84159 9 140 min 10.6563 8.4159 7 -0.0156 8.4159 9 0 0 1 0 0 1 0 0 1 -0.0328 4.2079 3 141 s M106 max -3.4575 6.4867 7 0.0067 0 3 0 6.4867 9 - 0 64867 9 r 0 6.4867 9 0 :' 6.4867 9 142 min -7.8882 0 9 -0.0067 6.4867 6 0 0 1 0 0 1 0 0 1 -0.0108 3.2434 3 143 + M107 max s 39.6334 7.0566 3 2.5033 0 9 0 7.0566 9 , 0 7.0566 9 _ 0 7 0566 9 ' 2 556 0 6 i R1SA 3D.NET version 18.0.0.35694 [Building frame.r3d] Page 4 Company : TMRippey Consulting Engineers 5/21/2020 iiRISA Designer : kjaycox 5:04:04 PM Job Number : 20048 Checked By ANEMETSCHEK COMPANY Model Name : Building braces Maximum Member Section Forces(Continued) Memb... Axial [k] Lac[ft] LC y She... Loc[ft] LC z She... Loe[ft] LC Torqu... Loc[ft] LC y-y M... Loc[ft] LC z-z M... Loc[ft] LC 144 min 16.8213 0 1 -2.326 7.0566 6 0 0 1 0 _ 0 1 0 0 1 -2.0224 3.6753 3 145` 'M 108 `max "8.7548. `.0 9 0.0244 0:= 2 ' 0 9.5839 9 0 :.9.5839 9 `0 ' 9 5839 9 0• 915839 9 146 min 3.7376 9.5839 7 -0.0244 9.5839 7 0 0 1 1 0 0 1 0 0 1 -0.0584 4.7919 2 -11:147 r:M111 max 30.48... 7.433 <:;7 0i0283 0'' 8 { 0 7.433." . 9 J 0 7.433 =9 0 7':433 9; 0 ' '7.433� 9 148 min -69.349 0 9 -0.0283 7.433 2 0 0 1 0 0 1 0 0 1 -0.0527 3.7165 i 3 149 M112 .' max 20.9638 6 7421 -;`3 2.6948 0:• 9 = 0 6.7421' ' 9 0 :6.7421 9 0 '.:6.7421-: 9`' '-:2.6326 0. ' 9 150 min 7.8533 0 1 1.9147 6.7421 3 0 0 1 0 0 1 0 0 1 i-2.6815 3.9329 3 151.: M113 ".max =0 0829 13i6667 t 1 -0.00.01 13 6667 7 0 13.6667` .9 ? 0 ' =13.6667 `'9 0 13`.6667 9 0 0047 13.6667 9 152 min -0.1824 0 3 -0.0003 0 9 0 0 1 0 0 1 0 0 1 0 0 1 153 .`:M115 =max ; 53.8346 •6'448 -'3 19924 0 r 3 - 0 6.448 +' 9 0 6.448 9 '0 6i448 9` 1'3906 6.448 9 154 min 23.3427 0 1 -2.4229 6.448 9 0 0 1 0 0 1 0 0 1 -2.899 2.8882 3 155 'M116 max. '58.1907 0 9 2.4026 0 _ 3 `` 0 6.448 9 0 :6.448 9 %0 6 448 9:' 12595 0 :: 3 156 min 25.4003 6.448 , 7 -2.0123 6.448 9 0 0 1 0 0 1 1 0 0 1 2.9573 3.4927 9 157 `M117 "max 0.0829 '0 .` >1 0 '13.6667 9' >< 0 ' 13 6667` 9 , 0 13.6667. ``9 0 13'.6667 9 0 1:3'.6667 9 158 min -0.182413.6667 3 0 0 1 0 0 1 0 0 1 0 0 1 0 0 1 1.159 =M119 max 20.86... :7.433 '1' 0.0283 0 4r 7 '< 0 7.433' 9 0 _1'7.433 9 0 7.433 9 0 7.433: 9 160 min -49.94... 0 6 -0.0283 7.433 8 0 0 1 0 0 1 0 0 1 -0.0527 3.7165 7 161 =M120 '''max 35.5089 : 0 9 :1.9642 0 9 ! 0 6.7421 9 0 6.7421 8 . '0 6.7421 9? =2294 . 6.7421 6 162 min 14.6821 6.7421 7 -2.6445 6.7421 6 0 0 1 0 0 J 1 0 0 1 -2.8221 ' 2.87951 9 163 `M121 max 32'7923 ''0 3 -•13.9205 -37`5 6 0 ' 37.5 9 0 37.5 9 <`0 37.5 9: 34'.4278347656 6 164 min 12.8121 37.5 1 -1.7306 0 6 0 0 1 0 0 1 0 0 1 -24.61... 0 6 165 M25 :•max -3'0001 10849 -1 `0023 0 3 0 8.0849 9 : 0 8:0849 `9 0 80849 9.? D ;8.0849 9 166 min -6.8521 0 6 -0.023 8.0849 8 0 0 1 0 0 1 0 0 1 -0.0465 4.0425 3 167 ' M26 . .max r7 0591. >0 <.6'. .':':.0 0034 0 `: 6 0 is 5.6577'` 9 r; 0 5.6577 9 +0 5:6577 9' 0 '' 5..6577 9 168 min 3.0363 5.6577 1 -0.0034 5.6577 2 0 0 1 0 0 1 0 0 1 -0.0048 2.8288 6 169 -<M27 max -2.298 6 5725 :1' :0 0208 0 1 0 6.5725 9 0 .6.5725 9 '0 6.5725 9: 0••:' 6.5725 9 ' 170 min -5.4499 0 6 -0.0208 6.5725 6 0 0 1 0 0 1 0 0 1 -0.0342 3.2862 1 ' 171 M28 max 5`.0145 0 6 0 0006 0' 6 0 3.0338 9 0 3 0338 9 0 3..0338 9 0 3.0338 9 < 172 min 2.0839; 3.0338 4 -0.0006 3.0338 2 0 0 1 0 0 - 1 0 0 1 -0.0005 1.5169 6 173 M17 max -3 0063 ,.8 0865 1+. '::.0.023 0 9 `> . 0. " 8.0865` 9 0 '8.0865 '.9 "0 8 0865 9•= 0 8 0865 9 174 min -6.9309 0 6 -0.023 8 0865 1 0 0 1 0 0 1 0 0 1 -0.0465 4.0432 9 •11-175 M18 max 7;:1425 >`0 6. 00034 0'.i 8 ,<t 0' ;>' 5.6578 9 0 56578 9 ;'0 '5.6578 9' 0 < :5.6578 9 176 min 3.0459 5.6578 1 -0.0034 5.6578 3 0 0 1 0 0 1 0 0 1 1 '-0.0048' 2.8289 8 177 '->M19 max 2.2757 :6.5723 1[ .0.0208. 0 3 0 6.5723 9 0 :`6.5723 9 0 6.5723 9= 0 '6'.5723 9 178 min -5.5043 0 6 -0.0208 6.5723 1 0 0 1 0 0 1 0 0 1 -0.0342 3.2862 3 179 M20 "max €5 0671 0 6 0.0006 0 3 " 0 'S 3.034 r 9 0 3.034 9 0 3.034 9 0 3.034:' 9 -.•/ 180 min 2.0695 3.034 7 -0.0006 3.034 6 0 0 1 0 0 1 0 0 1 -0.0005 1.517 3 181 :i M50 max -2 9978 8.0849 1 0.023 0 1 0 i 8.0849 9 0 8 0849 :9 ':0 .8 0849 9 0 8.0849 9 182 min -6.8271 0 9 -0.023 8.0849 9 0 - 0 1 0 0 1 0 0 1 -0.0465 4.0425 1 183 'M66 max 7.0331 0 9 0.0034 0 " 3 0 '5.6577 9' 0 5.6577 t9 0 5.6577 9 0 + 5.6577 9 184 min 3.0342 5.6577 1 -0.0034 5.6577 2 0 0 1 0 0 1 0 0 1 -0.0048 2.8288 3 RISA-3D.NET version 18.0.0.35694 [Building frame.r3d] • R34, Page 5 Company : TMRippey Consulting Engineers 5/21/2020 ' a Designer : kjaycox F Job Number : 20048 5:04:04 PM ANCMETSCHEK COMPANY Model Name : Building braces Checked By Maximum Member Section Forces(Continued) Memb... Axial[kj Loc[ft] LC y She... Loc L] LC z She... Loc[ft] LC Torqu... Loc[ftL LC y-y M... Loc[ft LC z-z M... Loc[ft] LC 185, M65 max i-2.2991 6 5725. ` 1:1 0A:10208 0' 1 '. 0 ': 6.5725' 9 0 -.6.5725 9 0 65725 9' 0 6.5725 9 186 min -5.4202 0 9 -0.0208 6.5725 3 0 0 1 0 0 1 0 0 1 -0.0342 3.2862 1 187 M64 max 4.9857 ' 0 ?:.9 0'.0006 0 8 0 ' 103381 9 : 0 3.0338 9 0 3.0338 9. 0 '3.0338 9 188 min 2.0898 3.0338 1 -0.0006,3.0338 4 0 0 1 0 0 1 0 - 0 1 -0.0005 1.5169 8 189' M78 =`rnax 3.0036 `8 0865 1 ':0.023 0' 9 0. 8!0865 9 ' ' 0 ?8.0865 9 :0 8 0865 9' 0 `` 8.0865 9 190 - min -6.8376 0 9 -0.023 8.0865 6 0 0 1 0 0 1 0 0 1 -0.0465 4.0432 9 191' M74 =max 7.0451 0,:::-:•,:-:,',', -':',',":"'-,',:9-:,','-'-'!:!-: '0.0034 0'` 3 '1 0 = 5.6578 9 0. 5.6578 9 0 5'.6578 "9 0 5.6578 9 192 min 3.0406 5.6578 1 -0.0034 5.6578 8 0 0 1 0 0 1 0 0 1 -0.0048 2.8289 3 193 M73. ,'max 2.3041 ',6.5723 1 0.0208 0:! 3 0 6.5723 9 0 6.5723 9 a0 6.5723 9' 0 6.5723 9' 194 min -5.422 0 9 -0.0208 6.5723 1 0 0 1 0 0 1 0 0 1 -0.0342 3.2862 3 195 : M77 max '4.9873 'r0 E.'.9 0.0006 0 3 <r 0 3.034 : 9 0 ' 3.034 9 0 3'.034 ` 9 0; :3.034 9 196 min 2.0905 3.034 ' 7 -0.0006 3.034 5 0 0 1 0 0 1 0 0 1 '-0.0005 1.517 3 197 ' M85 max 3'.0033 '8'.0849 1 '0.023 0 .. 7 _ 0 8.0849: 9• ; 0 t8.0849 9 0 8 0.849 9` 0 8.0849 9 198 min -6.917 0 9 -0.023 8.0849 3 0 0 1 0 0 1 0 0 1 -0.0465 4.0425 7 199 M97 max 7.127 +0 9 0.0:034 0 9-.."--.-."::.:]".!-;',".'.::0,'":-.:.:::-"" 5.6577 9 ` a.;..:-:,..',::::<5.6577 9 0 <5.6577 9' 0' 5'.6577 9 200 min 3.0438 l 5.6577 1 -0.0034 5.6577 5 0 0 1 0 0 1 0 0 1 -0.0048 2.8288 9 201 " M96 `:':max i;-2.26 : ;6.5725 `1 O'.0208 0's 8 '+ 0 i 6.5725 9 . 0 ..6.5725 9 ::0 6.5725 I :' 9 0 6:.5725 9 202 min -5.4909 0 9 -0.0208 6.5725 9 0 0 1 0 0 1 0 ' 0 1 -0.0342 3.2862 8 203 M95 max '5 0544 0 '9 s 0i.0006. 0' 5 0 3.0338'= 9 0 ;3.0338 9 0 3'0338 9 0 ::3.0338 9 204 min 2.0704 3.0338 1 -0.0006 3.0338 6 0 0 1 0 0 1 0 0 1 -0.00051 1.5169 5 205 '.M104 =<`max '=3.008 +.8.0865 1 0i023 0`:: 3 ;I_ 0 8.0865 9 .0 . 8.0865 9 0 8.0865 9r 0 : 8:0865' 9 206 min -6.8628 0 3 -0.023 8.0865 8 0 0 1 0 0 1 0 0 1 -0.0465 4.0432 3 207' M102 `max 70712 0 3 . ' '010034 0': 7 0 T;5.6578. 9 . 0 Tt5.6578 ' +=9 `0 '5.6578 •9' 0 5.6578 9 208 min 3.0446 5.6578 1 -0.0034 5.6578 3 0 0 1 0 0 1 0 0 1 -0.0048i 2.8289 7 209 ;M110 r max 2 3045 '6`5723 1 0i0208 0 '.::'-'!:-.-'''-'3.-.:-.".'::".-]'' 0 6.5723'!; 9 0 6.5723 9 0.-. . :.6 5723 9' 0 , 6i5723 9 210 min -5.448 0 3 -0.0208 6.5723 8 0 0 1 •0 0 1 0 0 • 1 -0.0342 3.2862 3 211 M109 :max 5.0124 0 3 0!0006 0 5 0 3A34 9 0 :3.034 9 '0 3.034 9 0 3.034 9 212 min 2.0882 3.034 7 -0.0006 3.034 9 0 0 1 0 0 1 0 0 1 -0.0005 1.517 5 213 `!M114 -'max 15.5635 7 9 0'.0257 - 7 . 1 0 ' 7 9 0 7 9 ;i':0 7 9: 0.144 '5 8333 6 214 min 3.8441 0 7 -0.0492 0 6 0 0 1 0 0 _ 1 0 0 1 0 0 1 215 ! M118 -max -17.69... i7.5 9. `0:0329. 7.5' 6 " 0 7.5 - ` 9 0 7.5 9 0 75 9 0.1922 35938 6 216 ' min -42.07... 0 3 -0.0355 0 1 0 0 1 0 0 1 0 0 1 0.0254 0 1 217 :'M122 ' max -1.9.39 '6.5833 1 0.0436 %6.5833 1. 0 :5 .6.5833 9 0 i6.5833 <.9 =0 6.5833 9: .0 1531 2.4002 :3 218 min 44.99... 0 3 -0.0207 0 6 0 0 1 0 0 1 0 0 1 -0.0496 6.5833 1 219 :'M123 max 14.57.. 16!9167 4 0.0956 16 9167 6 0 ............................... 16.9167' 9 0 16.9167 --9 :r0 16 9167. 9' 02097 '5.4627 6 220 , min -34.68... 0 3 -0.0579 0 1 0 0 1 -0 0 1 0 i 0 1 -0.335 .16.9167 6 221. r'M 124 max -14.57...16 9167, 4 0 0585 1:6.9167 1 0 ;` 16.9167," 9 0 1:6.9167 9 0 16.9167 9 , 01928 11 1016 9 222 min -34.68... 0 3 -0.0937 0 6 _ 0 0 1 0 0 1 0 0 •1 -0.3307 0 ' 6 223 ?M125 =max =.1>7.48.. `6i5833 4 0.0129 .6'.5833 6 ' 0 6.5833 9 0 ;6.5833 9 0 6 5833 9- 0 1.62 5.1432 3 224 min -40.34... 0 3 -0.0459 0 1 0 0 1 0 0 1 0 0 1 -0.0582 0 225 M126 max 14.73... 7.5 7 0.0482 7 5:: 3 r 0 It; 7.5.• 9 0 7.5 9 A 75 9 ` 0.166 1.7188 3 RISA-3D.NET version 18.0.0.35694 [Building frame.r3d j RcFO Page 6 ,�. Company : TMRippey Consulting Engineers 5/21/2020 IP Designer : kjaycox 5:04:04 PM q '`' ISM Job Number : 20048 Checked B A NEMETSCHEK COMPANY Model Name : Building braces Maximum Member Section Forces(Continued) Memb... Axial[kJ_ Loc[ft] LC y She... Loc[ft] LC z She... Loc[ft] LC Torqu... Loc[ft] LC y-y M... Loc[ft] LC z-z M... Loc iffj LC 226 min -33.8111 0 3 -0.0241 0 4 0 0 ' 1 0 0 1 0 0 1 -0.003 7.5 1 ' 227 `1 M127 1i max "t 46.5895 '7 3 0:0345 7 ` 5"`` 0 7 9 0 7 . 9 :0 '7 19` 0.0709. 2.9167 5 228 . min 19.8344 0 - 4 -0.0298 0 1 0 0 1 0 0 1 0 0 1 -0.003 0 1 229 'M128 i max 48.5225 '::7 :9 ':0 0304 7`: 4 ` 0 7 9 0 7 " 9 0 7 :'9: 0.0656 ..3'.9375 8 230 min 21.0381 0 1 -0.0332 0 8 0 0 1 0 - 0 1 • 0 0 1 _-0.0071 7 4 231 M129 >max 1.3.68... "'7.5" :;4 < `00232 T:S' 7 <: 0 > 7.5 : 9 7 0 7.5 9 `0 7:5 9 01583 ;-'.5:8594...)...1.113.11111 232 min -30.91... 0 3 -0.0493 0 6 0 0 1 0 0 1 0 0 1 -0.0071 0 4 233 • 3 M 130 :?I max 16.76"..'.. 6.5833 4 0.0465 6:5833 1 + 0 6.5833 9 0 I'6.5833 9 i0 '6 5833 9' 0.1546 1.371.5 6 234 min -37.32... 0 3 -0.0116 0 8 0 0 1 0 0 1 0 0 1 -0.0628 6.5833 1 235• M131 ° max -14 06. .:1.6 9167 7 '0:092 1.6.9167" 9 :' 0 16 91.6Z 9 . 0 1.6.9167 9 `0 '46.9167 9`: 0 19 5.9913 3 236 min -31.45... 0 3 -0.0591 0 1 0 0 1 0 0 1 0 0 1 -0.314516.9167 9 237 M•132 :'max -14.06...16:9167 7 0'0591 1:6.9167 1 0 16:9167 9 _ 0 16:9167 9 0 16.9167 '9' 0.1906' 1019253 9 238 min -31.457 0 3 0.0921 - 0 9 0 0 1 '0 0 1 0 0 1 -0.3147 0 9 239 11M133 .:'max 16.60... 6.5833 r7 0.0119 6 5833 9 ' 0 6'.5833` 9 0 6.5833 1:: 9 0 6:5833 :9' 0 1552 5.2118 6 240 min -37.47... 0 3 -0.0464 0 1 0 0 1 0 0 1 0 0 1 -0.06211 0 4 241 'M134 max`'.=13.61... '7.5 %7 ''••0.0489 7:.51. 6 0 7.5 9 0 7.5 > 9 0. :7'.5 9:' 0.1595 .1.7188 3 '1. 242 min -31.24... 0 3 -0.0226 0 1 0 0 1 0 0 1 0 0 1 -0.007 7.5 7 243 M135 ':max r 47:7087 7 6 0.0332 7'> 2 :c. 0 7 9. 0 7 9 0 7 9,' :00658 '3'.0625 2 244 min 19.3543 0 1 -0.0304 0 7 0 0 1 0 0 1 0 0 1 -0.007 0 7 245 %M136 ;`max 47.7527 7 . t 9 0.0303 7>: 1 1:. 0 7 9 • 0 7 9 -0 7 - 9. 0.0692 4.0833 8 "• 246 rain 20.3997 0 7 -0.0341 0 8 0 0 1 0 0 1 0 " 0 1 -0.0062 7 1 247 "M137 S'max -15.06... . `7.5 1 0 0233 7.5' .';''.'.:.:::....:-'::7,-. ....! 0 7.5 9 0 7.5 9 0 7.5 9 0.1.648 5 7031 3 248 min -33 61 . 0 3 -0.049 0 9 0 0 1 •0 0 1 0 0 1 -0.0062, 0 1 249 M138. max -18 21 ..s,6.5833 7 =`0`.0464'`6:5833 1 -` 0 . 6.5833 9 0. , i .6:5833 9 0 6'.5833 9 0.1:616 1.440.1 9 250 rain -40.23... 0 3 -0.0126 0 3 0 0 1 0 0 - 1 0 0 1 -0.0595 6.5833 1 251 'M139 ::max -15.55...16'.9167 7 `0'.0935•..16'.9167 3 ;,; 0 . 16.9167 9 0 16.9167 9 {.0 16'9167 9` 0.1923 5 8151 3 252 min _-34.637 0 9 -0.0586 0 1 0 ' 0 1 0 0 1 0 0 1 -0.3282 16.916T 3 253 .'M140.. .:max 15.553 16i9167 7 0 0575 16i9.167!:::'.-::'::'.-:'..7-:.,",::'.....- 0 `:16:9.167` 99 0 16.9167 '-9 0 1.6:9167 .9:: 0.2146 11-454 9 254 min -34.63... 0 9 -0.0956 0 3 0 0 1 0 0 1 0 0 1 -0.3327 0 3 256. -M141 max "=19.95...<6.5833 . 17 `.0 0246 65833 3 0 6.5833` 9 0 `6.5833 '9 0 `6 5833 9'. 0.1392 3 6345 9:.: 256 min -45.06... 0 9 -0.0412 0 1 0 0 1 0 - 0 1 0 0 1 -0.0448 0 7 257 1 M142 :max 18 44... i7.5 17 0..0323 7'5 7 0 7.5 ' 9 '. 0 17.5 :`,9 0 :7 5 9: 0 19 4 5313 9 258 min -42.30... 0 9 -0.0382 0 9 0 0 1 0 0 1 0 - 0 1 0.0377 7.5 7 259 ,::M143 ;imax `1513933' 7 " :.6 - 010513 7 9 0 7 ' 9 0 7 9 0 :7 9' 0:1:567 0.875 9 260 min 3.6605 0 1 -0.024 0 7 0 0 1 0 0 1 0 0 1 0 7 1 261 M144 ..:+"max :4.8998 0 .=7 0.0206 7.0836 7 0 . 7.0836:: 9 0 7.0836 "9 "0 7.0836 91 0:0238 3.0991 9 7 262 min -11.61... 7.0836 9 -0.0154 0 9 0 0 1 0 0 1 0 0 1 -0.0206 7.0836 7 i 263 M145 max -7 6208 30 7 0.0118 619619 T 7 0 6.9619' 9 0 6.9619 9 `0 6 9619 9' 0.0799 6 2367 9 264 min -17.79... 6.9619 9 -0.031 0 9 0 0 1 0 0 1 0 0 1 -0.0206 0 7 265 ::`M146 max 1,0.37..." '0 7: 00295" 7.702 .:.::::!:.;: ::..a',:::::::...:;:.: 0 7.702"'< 9 '''''":.:0]..:',':''..... -'7.702 . ''9 '0 7.702 9`: 0 0867 1 8453 9 266 min -24.32... 7.702 9 -0.0169 0 7 0 0 1 0 0 1 0 1, 0 1 0 7.702 1 R1SA-3D.NET version 18.0.0.35694 [Building frame.r3d 1 1 4' Page 7 ; Company : TMRippey Consulting Engineers 5/21/2020 Designer : kjaycox IIRISA 5:04:04 PM Job Number : 20048 Checked By A NEMETSOHEK COMPANY Model Name : Building braces Maximum Member Section Forces(Continued) Memb... Axiallk1 Loc[ft1 LC y She... Loc[ft] LC z She... Loc[ft] LC Torqu... Loc[ft] LC y-y 1.1 .. Loc[ft] LC z-z M... Loc ft] LC 267: M 147 max 7.8387 7 7022. +1 0 0176 7.7022 1 r. 0 7.7022: 9 0 !7.7022 :i 9 0 7>7022 9; 0 0778 5.6162 3 268 min -18.915 0 3 -0.0279 0 3 0 0 1 1 0 0 1 0 0 - 1 0 0 1 11:269' M 148 ".:',-::-...max,.-,:-, i-5.076 .6.9619 1. 0':03 , .:.6.9619 3 0 = 6.9619 9 0 :(.6.9619 9 0 6.9619 '-9 0.0689 :0.9428 3 270 min -12.43... 0 3 -0.0123 0 1 0 0 1 0 0 1 0 0 1 -0.0228 6.9619 1 1.1:271 ` ;M149 max ' -2.3758 77 0833 i 1 0 0147 7.0833 3 0 7.0833 9 0 7.0833 9 '0 7.0833 9 0 0217 .4.132 3 `: 272 min -6.312 0 3 -0.0209 0 1 0 0 1 0 0 1 0 0 1 1 -0.0228 0 1 273'- M150 "max -2.837 -0 ":7 :0.0209 7.0836 7 0 7..0836 9 _ 0 7.0836 9 '0 . :7.0836 '9 0:0219 2 9515 9 274 min -6.825 7.0836 9 -0.0148 0 9 0 0 1 0 0 1 0 0 1 -0.0225 7.0836 7 275: ' M151 1:',. max 5.5437 0 7 0.0124 6`,9619 4 ` 0 6.9619' 9 0 '.6.9619 9 0 '6 9619 9 :0 0668 :5.9466•! 9 1-1 276 min -12.91.1.. 6.9619 9 -0.0296 0 9 0 0 1 0 0 1 0 0 1 -0.0225 0 7 277' M152. max ' 8.3247 0 "7 0.0276 7.702 9 :: 0 '- 7.702` 9 0 7.702 9 0 7.:702 9 0.076 2 1662 9 278 min -19.36... 7.702 9 -0.0176 0 7 0 0 1 0 0 1 0 0 1 0 7.702 i 279 M153 . ;max `-8.2645 '77022 >1 0.0177 77022 4 `` 0 77022 9 0 7.7022 9 '0 7.7022. 9 0.0756 5.536 9 > 280 min -19.10... 0 3 -0.0275 0 9 0 1 0 1 0 0 1 0 0 1 0 0 1 1 281 ` M154 "max -5.485"6.9619 '4 TO 0295 '6.9619 9 ':- 0 6.96:19' 9 0 1-''6.9619 :r 9 0 6.9619 • -9' 0 0662 1'0878 9 282 min '-12.65... 0 3 -0.0124 0 1 0 0 1 0 0 1 0 0 1 -0.0226 6.9619 4 283 `M155 max .-2,7744 :7.0833 <4 0.0148 7.0833 3 0 7.0833' 9 0 7.0833 9 A 7.0833 9 0.0218 4.132 3 284 min -6.5588 0 3 -0.0209 0 4 0 0 1 0 0 1 0 0 1 -0.0226 0 4 285 'M156' imax 2.8748 0 1 '.0.0209 7i08.36 1 0 7.0836 9 0 `7.0836 9 0 _7.0836 9' 0:021'8 ;2:95.15 9 286 min -6.542 7.0836 9 -0.0148 0 9 0 0 1 0 0 1 0 0 1 -0.0224 7.0836 1 287 =:M157 . 'max `-5.5689 0 1 0 0122 '6 9619 1 0 6.96•19' 9 0 :6.9619 9 O 6.9619 9` 0.0696 6.01.92 6 288 min -1265... 6.9619 9 -0.0301 0 6 0 0 1 0 0 1 0 0 1 -0.0224 0 1 289 M158 :max '-8i3252 0 1 '0.028 7.702 6 0 7.702: 9 " 0 7.702 9 0 7'.702 '9 0.0784 2.0859, 6 : 290 min -1913 . 7.702 9 -0.0175 0 1 0 0 1 0 0 1 0 0 1 0 7.702 1 291 M159 :-'max -.1.0.02...77022 1. 0.017 '7:7022 1. 0 7.7022` 9 0 7.7022 ' 9 ':0 77022 9'' 0.0873 5.9371 6 :` 292 min -24.49... 0 6 -0.0296 0 6 0 0 1 0 0 1 0 0 1 0 0 1 293 `M160 'max -7.2917'6`.9619 1 O'0311 6 9619 6 0 6.9619`` 9 [ 0 '.6.9619 ' `9 1:'.0 "6.9619 9' 0.0807 0 7252 6. 294 min -17.94... 0 6 -0.0119 0 1 0 0 1 0 0 1 0 0 1 -0.0208 6.9619 1 295.. 9-M161 t max 45916 7.0833 1 00154 70833 6 0 7.0833-' 9 0 7.0833 9 0 7'.0833 9 O'0238 3'9844 6 '.. 296 min -11.76... 0 6 -0.0207 0 1 0 0 1 0 0 1 0 0 1 -0.0208 0 1 Asd360 O'C YV\4,411 QtA 0\1.0(- \G O'7, .cam I'I.t(�i(\[ fi-TLP1, Member Shape Code Ch... Loc[ft] LC Shear C... Lee[ft] _ Dir LC Pnc/om [k1 Pntlom [k1 Mnyy/om...Mnzz/om... Cb Eqn 1 M1 " W12X53 0[860 O 1 0`080= 37.5 y 4 232.6199 3362874 52.2754.] 13919401 '2.0022 H1-la 2 M7 LL2.5x2.... 1.360 3.7165 3 0.002 7.433 y 1 24.9145 51.3054 2.9547 2.1749 1 Hi-la 3. M11 . LL2x2 5x... 1 112 3.7165 _ ' 3 0.002: 7433 y 9 z14.0559: 46.:1:3:17 2_9777 1 4391 - 1 Hi-la ' 4 M12 LL2.5x2x... 1.160 4.0326 3 0.001 8.4159 y 2 13.9974 35.3533 1.4515 1.5786 1.1364 , H1-la 5 M13 ` LL2x25x... 0045 3.1758 3 0.001'r 6'.4867 y 3 18.4305' 46.131:7 2.9777 1 4919 1 H1-1b - 6 M14 LL3.5x2 0.140 0 3 0.001 9.5839 y 2 27.01 62.515 3.01.22 4.0794 1.1364 H1 1b* 7 M15:• LL2x2x4x0 0 726 " 4..9748 6 0 000:�` 8'3785 -:y t 9 10:2893' 40 7425 11.9257 1 3651 1 H1-1a 8 M16 LL2x2.5x..., 0.162 0 3 0.000 4.4628 y 1 29.881 46.1317 2.9777 1.4567 ; 1 H1-1b* RISA-3D.NET version 18.0.0.35694 [Building frame.r3d] "CZl-k^a Page 8 ' Company : TMRippey Consulting Engineers 5/21/2020 Designer : kjay Job Number : 20048cox 5:04:04 PM Checked By ANEMETSCHEK COMPANY Model Name : Building braces Asd360(Continued) Member Shape Code Ch... Loc[ft] LC Shear C.,. Loc[ft] Dir LC Pnc/om[kl Pncom [k1Mnyy/om...Mnalom... Cb Eqn 9 M21 .L2x2.5x..T 1i768 ( i'4.0601 3 0'.00:1 8'.4733 y 5 13.6613' .348615. 1'.4517 1 5755 1.1364 1-1-1a 10 M22 LL2x2.5x... 0.091 3.1771 3 0.000 6.4893 y 9 18.4168 46.1317 2.9777 1.4149 1 H1-1b 11" M231 LL3`5x2.... '0.329 4.491 3 ' 0.00:1 9.5809 y 6 27.0228` '62515 30122 ;4.0795 "1.1364 H1-1a 12 M29 LL2.5x2.... 0.127 4.4628 3 0.000 4.4628 y 4 39.5436 51.3054- 2.9547 2.2153 1 H1-1b" 13 M30: ' LL2x2x4x0 '0.002 13.6667 :' 6 ` : '0'.000 13.6667 r'y 9 3.8672" 40.7425 1>.9257 1.3201 1 r Hi-lb 14 M31 LL2x2x4x0 0.004 13.6667 6 0.000 13.6667 y 6 3.8672 40.7425 1.9257 1.3201 1 H1-1b 15`' :M32 W12X53 '0i806 ];26.5625T 4. '0.231 37'.5 "y 3 192.4186 '336.2874 52.2754 .108.2113 1 H1-la•••••= 16 M33 LL2x2x4x0 0.400 3.4024 9 0.000 8.3751 y _ 3 10.2978 40.7425 1.9257 1.3652 1 H1-la 17 " M34 ST6X13..,. ..i0.876 2.739 6 :0.145 6z7421 y 3 65.52251 84..9169 - 7 7342 4'.3036 1.2639 H1 1a 18 M35 ST6X13.... 0.886 0 6 0.127 0 y 3 65.8104 84.9169 7.7342 4.2084 2.2555 H1-1a 19'>' -M36': ''ST6X13.... 1`127 ``6.9899..:`: 6 0.133 .6 9899 y 3 65.1609` 84.9169 7 7342 4'.2084 1.5995 H1-la- 20 M37 ST6X13.... 1.292 0 6 0.122 0 y 6 66.0056 . 84.9169 7.7342 4.2084 2.401 H1-1a 21 M38'• ST6X13.... 1257 0 6 0126 0> :-y 9 65.8009 8491.69 77342 4.2084 1.3244 1-11-1a 22 M39 • ST6X13.... 1.413 3.4927 - 6 0.130 0 y 3 65.908 84.9169 7.7342 4.3036 I 1.1851 H1-1a 23: `M40': 'ST6X13 .,. 1.490. ` 2.9554 ' 6 0129 :6.448 y- 9 65.908 84.91.69 7.7342 4.3036 1.1794 H1-1a `:' 24 M41 ST6X13.... 1.315 6.5333 6 0.126 6.5333 y 3 65.8009 84.9169 7.7342 4.2084 1.2801 H1-1a 25 'M42. ' ST6X13.... "1`.363 r?6.3666 : 6 0.122 's6.3666 -y 6. 66.0068' 849169 77342 4.2084 `'2.4085 1,11-1a 26 M43 ST6X13.... 1.250 0 6 0.135 0 y 3 65.0577 84.9169 7.7342 4.2084 1.5806 H1-1a 27 '`: M44 8T6X13 ... 1'.045 6,4602 6 0123` "' '6.4602 ; y 3 . . 65.8929` 849169 7.7342 ;4.2084 `2.0263 H1-1a 28 M45 ST6X13.... 1.121 3.9329 • 6 0.143 0 ,Y 3 65.5225 84.9169 7.7342 4.3036 1.2398 ' H -1 a 29 M47` --W12X53 0.759 0 1 _ l0'.049 '.37.5 y 1 192.4186' :3362874 5212754 1:39.9401 2.2579 H1 1a ' 30 M48 LL2x2x4x0 0.002 13.6667 9 0.000 13.6667 y 9 3.8672 40.7425 1.9257 1.3201 1 Hi-lb 31 M49'r LL2x2x4x0 '0.002 0 9 0.000 13.6667 =y 9 ''; 3,8672 407425 -t.9257 11707 1 :' H1-lb ": 32 M51 • 5T6X13 1.245 0 9 0.122 0 y 9 66.0056 84.9169 7.7342 4.2084 2.4122 H1-la 33 M 52 LL2x2x4x0 :'0i417 r>3.4024 9 0.00.0 8.3751 ;•y 1 10.2978`: 40 7425 1=.9257 1.3652 1 H 1-1 a s" 34 M53 LL3.5x2.... 0.316 4.491 - 6 0.001 9.5809 y 3 27.0228 62.515 3.0122 4.0795 1.1364 H1-la 35 == M54• 516X13,.. 1.083 `6.9899 9 0.:133`: 6.9899 y 3 '65.1609 84.9169 7.7342 42084 . 4.6207 H1-la 36 _ M55 LL2.5x2.... 0.128 4.4628 6 0.000 4.4628 y 4 39.5436 51.3054 2.9547 2.2153 1 H1-1b' 37 M56` > ST6X13.... 0'.853 - 0 9 0.127 0 y- 6 >65.8104? 84!91.69 7.7342 4 2084 2.3131 Hi-la 38 M57 ST6X13.... 0.842 6.7421 9 0.146 6.7421 y 6 65.5225 . 84.9169 7.7342 4.2084 1.2784 H1-1a 39 M58!: LL2x2.5x... 0.087 3.1771 6 0.000: 6.4893 Y 8 518.4168 46.1317 . 2.9777 1.4449 1 H1-1b 40 L1459 JLL2x2.5x... 1.723 7 4.0601 6 0.001 8.4733 y 4 13.6613 34.8615 1.4517 1.5755 1.1364 H1-1a 41 =" M60; LL2.5x2.... 1'.334 3.7165 _ 6 0.0.02: 7.433 y 7 ' 24.9145 51 3054_ ','.;::'-'2.9547, 21749 • 1 H"-1 a 42 M62 ST6X13.... 1.362 3.4927 • 9 0.131 0 y 6 65.908 84.9169 7.7342 4.3036 1.1855 HI-la 43 M63 ST6X13 .. 1 1205 0 9 0.126? 0 y 9 65.8009 84.9169 7.7342 4r2084 1'.3222' :... H1-la 44 M68 ILL2x2x4x0 0.401 4.9748 3 0.000 8.3785 y 9 10.2893 - 40,7425 1.9257 1.3651 1 H1-la 45 M69' ST6X13 ... 0.826 4.0031 3 0 145: 0_:: y 6 65.5225 t: 84.91.69 ' 7.7342 <4.3036 ' 1.2633 1•711-la 46 M70 LL2x2.5x... 0.168 0 6 0.000 4.4628 y L 7 29.881 46.1317 2.9777 1.4567 1 H1-1b" 47 M71 ST6X13.... s0834 ''6.4602 3 0.1251 :64602 ••••••••v ;. 6 :••65.892.9 84:.9.169 7.7342 4'2084 2.3756 H1-la • 48 M72 5T6X13.... 1.251 6.3666 9 0.122 6.3666 v� 9 66.0068 84.9169 7.7342 4.2084 i 2.4681 H1-1a 49 M75 ST6X13.... 1'200 6.5333 : 9 0.125` 6i5333 y 3 i..65.8009 - 84.9169 7.7342 4;2084 1`.3179 H1-la 'j RISA-3D.NET version 18.6.0.35694 [Building frame.r3d] -\4.2J Page 9 Company : TMRippey Consulting Engineers • 5/21/2020 Designer : kjaycox 5:04:04 PM Job Number : 20048 Checked By: ANEMET$CHEK COMPANY Model Name : Budding braces Asd360(Continued) Member Shape Code Ch... Loc[) LC Shear C... Lac[ft[ - Dir LC Pnc/om[kJ_ Pnt/om [kLMnyy/om...Mnzz/om... Cb Eqn 50 M76 316X13.... 1.358 2.9554 9 0.131 6.448 v 6 65.908 84.9169 7.7342 4.3036 1.1862 H1-1a 51 '' M79. 1j.L2x2.5x..f 1`.715 7' 4.0326 6 0`.001` 8.4159 •y 4. 13.8207 `34.8615 1'.4517 1••..5767 • 1.1364 H1-la'•; 52 M80 LL2.5x2.... 1.343 3.7165 - 6 0.002 7.433 y 5 24.9145 51.3054 2.9547 2.1749 H1-1a 53' '•M81> "LL2x2.5x... 0 089 3.1758 6 0.001 6'.4867 y 5 18.4305 46 1317 '2.9777 1.4449 l H1-i b 54 M82 ST6X13.... 1.087 0 9 0.135 0 y 3 65.0577 : 84.9169 7.7342 4.2084 1.6082 H1-1a 55.:` M83' LL3".5x2.... 0:321 '4.4924 6 0.001: ;,9.5839 y , 3 27.01 '.62i5115 .3.01•22 :4.0794 " 1.1364 H1-la 56 M86 ST6X13.... 1.338 0 9 0.121 0 y 9 66.0056 84.9169 , 7.7342 4.2084 2.3074 H 1-1 a 57 1"a187: LL2x2x4x0 '0.717 `3.4024 ; ;::::.::.::::--:::; 9:-.,:,:::-::::....--,:: 0.000 8:3751 : y 3 = 10.2978' 407425 1!9257 1.3652 1 H1-la 58 M88 LL3.5x2.... 0.138 0 6 0.001 9.5809 y 2 27.0228 62.515 3.0122 4.0795 1.1364 H1-1b* 59 ` `M89' ST6X13.... 1/222 i6.9899 : 9 0.1:32 7 `6i9899 +y 9 65.1609' 84.9169 77342 4.2084 1.621fi H1-la ,' 60 M90 L2.5x2.5x4 0.362 2.6498 6 0.000 4.4628 y 6 13.3935 25.6527 0.7409 1.5332 1.1364 H2-1 61 M91 ST6X13.... 1.016 0 9 0.122 "0 y .',',...7::,.,.,'.....9::.......,-.. . :65.8104' 84.9169 77342 4.2084 `1.937 !• H1-1a `': 62 M92 LL2x2.5x... 0.044 3.1771 6 0.000 6.4893 y 5 18.4168 46.1317 2.9777 1.4449 1 H1-lb 63 'M93" L125x2,... '0:819 4.1484 I 6 10.001 8.4733 y 3, 9 •.20.0679 51-3054 2'9547 2•1607 1 H11a 64 M94 ST6X13.... 1.312 0 9 0.127 0 y 9 65.8009 84.9169 7.7342 4.2084 1.2817 H1-1a 65 I< 'M98' " LL2x2x4x0 10386 . 4.9748 3 0000 8..3785 _ '+y 5 ' 10.2893: 407425 1.9257 _. 1'.3651 1 H1-1a :• 66 M99 LL2x2.5x... 0.167 0 9 0.000 4.4628 y 5 29.881 46.1317 2.9777 1.4567 1 1-11-1b* 67 ': M100 ST6X13..., ::0 865 '6.4602 3 0:125 6 4602 : y 9 :: 65.8929' 84.9169 :7 7342 4.2084 :2.3166 i H 1-1 a '' 68 M101 ST6X13.... 1.294 6.3666 3 0.122 6.3666 y 6 66.0068 84.9169 7.7342 4.2084 2.4535 Hi-la 69 :M103 ST6X13 1'247 6.5333 3 '0.126 6:5333 ' y 3 65,8009'. 84.9.1.69 77342 42084 1.3188 H1-1a 70 E M105 ILL2x2.5x...4 1.767 1 4.0326 9 0.001 8.4159 y 9 1 13.8207 34.8615 1.4517 1.5767 1.1364 H1-la i 71 M1.0fi. 'LL2x2'5x... 0.093 3.1758 9 0001: " . 64867 y 6 18.4305''" 46.1317 29777 1.4449 1 H1=lb 1 72 M107 ST6X13.... 1.127 0 3 0.135 0 v g 65.0577 84.9169 7.7342 _ 4.2084 1.5841 Hi-la 73 "• • :.M108' LL3.5x2- ..', .-: i!0335 4.4924 9 .P.0.001 9 5839 v 7 27.01 +': 62.515 -'3.0122 4.0794 ".1.1364 H1-1a ' 74 M111 LL2.5x2.... 1.373 3.7165 ' 9 0.002 7.433 y 9 24.9145 51.3054 2.9547 2.1749 1 H1-1a 75 M112 :•: ST6X13.... '0'.865 i3.9329 - 3 - O145 0` v 9 ' 65.5225`: 84.9169" 77342 4.3036" 1.2609 H1-1a 76 M113 LL2x2x4x0 0.005 13.6667 9 0.000 13.6667 i y 1 9 3.8672 40.7425 1.9257 1.1707 1 Hi-lb 77 -• M115' <; ST6X13....�'1.405. `,•2.9554 -i- 3 0`.:131'' 6448. y 9 : 65.908 84.9169 7`7342 4.3036 :1.1856 7_ H1-1a 78 M 116 ST6X13.... 1.483 3.4927 9 0.129 0 y 3 65.908 84.9169 7.7342 4.3036 1.1791 H 1-1 a• 79 €: M117 LL2x2x4x0 ':0.002 13.6667 i` 3 0.000' 43.6667 ::y 9 3.8672::: 407425 19257 1'3201 1 ' H1-lb 80 M119 LL2.5x2.... 0.995 3.7165 6 0.002 7.433 y $ 24.9145 51.3054 2.9547 2.1749 1 H1-1a 81 :' M120 ST6X43..., 1'116. - 2.8795 9 01142< 6.7421 'iy 6 '•'65.52253: ..84.9169 77342 43036 1.2332 -1 H1-la 82 M121 W12X53 0.320 34.7656 6 0.232 37.5 y 6 192.4186 336.2874 52.2754 139.9401 2.0099 H1-lb 83 , M25 LL2x2x4x0 0..118 4.0425' 6 0.002 8.0849 ,:y 8 11.0502' 40.7425 1`.9257 1.3676 :: H1-1b :` 84 M26 LL2x2x4x0 0.338 2.4163 6 0.000 5.6577 y 2 21.0001 40.7425 1.9257 1.3883 1 H1-1a 85 "' M27 LL2x2x4x0 " 0.092 53.2862" 6 .. ',0 002 6'5725 y 6 1.6.6578 40.7425 1:.9257 1 3805 HI-lb 86 M28 LL2x2x4x0 0.149 0 6 0.000 3.0338 y 2 33.6733 40.7425 1.9257 1.4066 1 H i-1 b* 87 M17'' LL2x2x4xO 0s119 4.0432 ;% 6 0002 8':0865 y" ` 1 11.046 40.7425 19257 " 13676 : 1 H1-lb 88 M18 LL2x2x4x0 0.342 2.4163 6 0.000 , 5.6578 y 3 20.9996 40.7425 • 1.9257 1.3883 1 H1-la 89 M19' LL2x2x4x0 0.0.092 ' 3.2862 6 0.002` 6.5723 :y 1 • 16.6584' "407425 1.9257. 1"3805 1 Hi-lb 90 M20 LL2x2x4x0 0.150 0 6 0.000 3.034 y 6 1 33.6727 40.7425 1.9257 1.4066 1 H 1-lb' R1SA-3D.NET version 18.0.0.35694 [Building frame.r3d 1 _t.t.( Page 10 Company : TMRippey Consulting Engineers 5/21/2020 ? s4" Designer : kjaycox 5:04:04 PM Job Number : 20048 Checked By : ANEMETSCHEK COMi''A:w Model Name : Building braces Asd360(Continued) Member Shape Code Ch... Loc[ft] LC Shear C... LoJft] Dir LC Pnc/om[kl Pnt/om [k Mnyy/om...fvinzzlom... Cb Eqn 91 " 11/150 : LL2x2x4x0 0:118 :4.0425 f 9 0002 1 80849 y 9 1' 11.0502 40.7425 1'9257 1:3676 H1 lb >' 92 M66 LL2x2x4x0 0.337 2.4163 9 0.000 5.6577 y 2 21.0001 40.7425 1.9257 1.3883 1 Hi-la 93 'M65 LL2x2x4x0 -0.091 3.2862 - 9 '0.002 6 5725 y" 3 ••I' 16.6578' `40 7425 1.9257 1.3805 1 [7 H 1-1 b 94 M64 LL2x2x4x0 0.148 0 9 0.000 3.0338 y 4 33.6733 40.7425 1.9257 1.4066 1 ' H1-1b* 95 < 'M78 LL2x2x4x0 0t118 4.0432 '. 9 - 0.002: 8 0865 y 6 11.046: 4017425 1.9257 1'•.3676 1 H1-1b 96 M74 LL2x2x4x0 0.338 2.4163 9 0.000 5.6578 y 8 20.9996 40.7425 1.9257 1.3883 1 H1-la 97 •M73' LL2x2x4x0 ;%0.091 •••''3.2862 ' 9 0.002' 6.5723 . 'V ' 6 16.6584-: `40.7425 1'.9257 13805 1 H1-lb ` 98 M77 LL2x2x4x0 0.148 0 9 0.000 1 3.034 y 5 33.6727 40.7425 1.9257 1.4066 1 HI-lb* 99 'M85+ LL2x2x4x0 L0.119 r4.0425 q 9 . C0.002 8.0849 y •:' 3 11.0502 40.7425 1''.9257 1':3676 1 H1-lb 100 M97 LL2x2x4x0 0.342 2.4163 9 0.000 5.6577 y 5 21.0001 40.7425 1.9257 1.3883 1 H1-la 101 ':' M96` . LL2x2x4x0 0.092 '3.2862 ' 9 0 002 6:5725 y ' 9 is 16.6578' 40.7425 19257 1'3805 i H 1-1 b 102 M95 LL2x2x4x0 0.150 0 9 0.000 3.0338 ' y _ 6 33.6733 40.7425 1.9257 1.4066 1 H1-1b" 103:>: M104 <LL2x2x4x0 t.0118 4.0432 -' 3 -•0'.002 8'.0865 =y 8 : 11.046 -' 407425 1'.9257 1".3676 1 Hi-lb 104 M102 LL2x2x4x0 0.339 2.4163 3 0.000 5.6578 Y _ 3 20.9996 40.7425 1.9257 1.3883 1 H 1-1 a 105-s :M110 LL2x2x4x0 ,0.092 ":3.2862 ` 3 "0`.002- "6.5723 '-`y 8 6'16.6584r 40:7425 .1',9257 1ii3805 1 H1-lb ` 106 M109 LL2x2x4x0 0.149 0 3 0.000 3.034 y 9 33.6727 40.7425 1.9257 1.4066 1 H1-1b* 107:' 'M114 ; ST4x8.5... "0.462 '5.8333 9 0.004 0 'y 6 39.651 '531627 3'.9003 1..:8232 1 HI-16 108 M118 ST4x8.5... 0.885 3.6719 3 0.003 0 y 1 38.2897 53.1627 3.9003 1.8232 1 Hi-la 109 .; ';M 122 <ST4x8.5... "`0.921 2.4002 3 0.004 6.5833 !y 1 40.6192'` 53 1627 3.9003 1.8232 1 Hi-la 110 M123 ST4x8.5... 0.814 16.9167 3 0.008 16.9167 y 6 11.688 53.1627 3.9003 1.8232 1 H1-1a 111 M124 ST4x8.5... '0812 0 3 0008 -0' y ......' 6 11.688 531627 3.9003 .18232 1 H1-la :` 112 M125 ST4x8.5... 0.838 5.1432 3 0.004 0 y 1 40.6192 53.1627 3.9003 1.8232 1 H1-la 113'' 'M126. :ST4x8,5... '.0717. 1.7188 -: 3 `:, 0 00.4' 7.5 ` <y 3... 38.2897`> '531627 '3;9003 1':8232 1 H1-1a<- 114 M127 ST4x8.5... 1.207 3.0625 3 0.003 7 y 5 39.651 53.1627 3.9003 1.8232 1 H1-1a 115>' ::M128 ST4x8.5... 1'.252 :3.7188 9 0.003 0:< y 8" 39.651 53'1627 3`.9003 1'8232 1 H i-1 a 116 M129 ST4x8.5... 0.659 5.8594 3 0.004 0 y 6 38.2897 I. 53.1627 3.9003 1.8232 1 Hi-la 117.z: M1:30' - ST4x8.5... 0.777 1 :1.3715 .3 0.004i 6 5833 ... "'y 1 40.6192' 531627 '`3 9003 '1'.8232 1 H1-la 118 M131 ST4x8.5... 0.745 1 16.9167 3 0.008 16.9167 y 9 11.688 53.1627 3.9003 1.8232 1 Hi-la 119" M1:32, ST4x85 . 0745 ' 0 3 ' 0008 -0: ry 9 11.688 ' 53;1.627 i3:9003 1i8232 1 r` H1-la"', 120 M133 ST4x8.5... 0.780 5.2118 3 0.004 0 y 1 40.6192 53.1627 3.9003 1.8232 1 Hi-la 121 'M134 ST4x815... 0 666 1.7188 3 0.004 7.5 y 6 38.2897 531627 319003 1.8232 1 H1-1a 122 M135 ST4x8.5... 1.233 3.2083 6 0.003 7 y • 2 39.651 53.1627 3.9003 1.8232 1 H1-1a 123" 'M 136, ST4x8.5... 1••235 3.8646 9 .'0.0031 0' (i y > 8 39.651 53'1627 `3.9003 1.8232 1 H 1-1 a 124 M137 ST4x8.5... 0.713 5.7031 3 0.004 0 y 9 38.2897 53.1627 3.9003 1.8232 1 Hi-la 125.. M138' ST4x8.5... 0835 '1.5087 3 0.004` ;6i5833 >'y 1 40.6192': 531627 :3.9003 4:•8232 1 P H1-1a 126 M139 ST4x8.5... 0.811 16.9167 _ 9 0.008 16.9167 y 3 11.688 53.1627 3.9003 1.8232 1 H1-1a 127 �+ M140- ST4x8.5... 0.814 ;i 0 9 0.008: 0`: y 3 11.688 53'1627 3t9003 18232 1 H1-1a I 128 M141 ST4x8.5... 0.916 3.6345 9 0.003 0 y 1 40.6192 53.1627 3.9003 1.8232 1 H1-1a 129 ? M142s 3174x8'.5... 0888 4.5313 '-. 9 0.003 0 : y 9: 9 "38.2897 53::1:627 3'9003 1.8232 1 H1-1a 130 M143 ST4x8.5... 0.464 0.875 6 0.004 7 V 9 39.651 53.1627 3.9003 1.8232 1 H1-la 131 M144 LL2x2x4x0 0i301 . ;3.0991 9 0.002' 7 0836 y 7 14.3952' 40 7425 1.9257 1 2878 1 H11a`.' RISA-3D.NET version 18.0.0.35694 [Building frame.r3d] izAs Page 11 Company : TMRippey Consulting Engineers 5/21/2020 r 4 Designer : kjaycox 5:04:04 PM fr Job Number : 20048 Checked By: A NEM TSCHEK COMPANY Model Name : Building braces Asd360(Continued) Member Shape Code Ch... Loc[ft] LC Shear C... Loc[ft] Dir LC Pnc/om [kl_ Pnt/om[kl_Mnyy/om...Mna/om... Cb Eqn 132 M145 LL2x2x4x0 0.492 6.2367 9 0.002 0 y 9 14.9027 40.7425 1.9257 1.2903 1 Hi-la 133 M146 .LL2x2x4x0 "10.657 1.8453 9 0.002 7.702 y 9 12.1765 ' 40.7425'. 1.9257 1.2756 1 H1-1 a -1 134 M147 LL2x2x4x0 0.518 5.536 3 0.002 0 y 3 12.1757 40.7425 1.9257 1.2756 1 Hi-la 135 M148 LL2x2x4x0 0.353 0.9428. 3 0.002 - 6.9619 y 3 14.9027' ' 40.7425 ' 1.9257 1.2903 1 H1-1a 136 M149 LL2x2x4x0 0.094 4.132 3 0.002 0 y 1 14.3962 40.7425 1.9257 1.2878 1 H 1-1 b 137 M150 LL2x2x4x0 0.101 2.9515 9 0.002 7.0836 y 7 14.3952 40.7425 1.9257 1.2878 1 H1-lb 138 M151 LL2x2x4x0 0.363 5.9466 ' 9 0.002 0 y 9 14.9027 40.7425 1.9257 1.2903 1 Hi-la 139 M152 LL2x2x4x0 <=0.528 2.2464 9 ` . ..` 0.002 7.702 y _ 9 12.1765 40.7425 1.9257 12756 1 H1-la``' 140 M153 LL2x2x4x0 0.521 5.4557 3 0.002 0 y 9 12.1757 40.7425 1.9257 1.2756 1 Hl-la 141 M154 LL2x2x4x0 ':.0.356 1.0153 " 3 0.002 - '!6.9619 y 9 14.9027 ` 40.7425 1 1.9257 1.2903 1 H1-1a' 142 M155 LL2x2x4x0 0.097 4.132 3 0.002 0 y 4 14.3962 40.7425 1.9257 1.2878 1 Hi-lb 143 M156 LL2x2x4x0 0.097 2.9515 ` 9 0.002 7.0836 y 1 14.3952 40.7425 1:9257 1.2878 ' r 1 H1-lb 144 M157 LL2x2x4x0 0.358 6,0192 9 0.002 0 y 6 14.9027 40.7425 1.9257 1.2903 1 Hi-la 145 ' M158 LL2x2x4x0 0.524 2.1662 'C 9• 0.002 7.702 y 6 12.1765 40.7425 . 1.9257 1.2756 1 Hi-la 146 M159 LL2x2x4x0 0.662 5.8569 6 0.002 0 y 6 12.1757 40.7425 1.9257 1.2756 1 H1-la 147 ':M160 ' LL2x2x4x0 0.496 0.7252 6 0.002 6.9619 y ;; 6 14.9027 40.7425. 1.9257 1.2903 1 H1-1a 148 M161 LL2x2x4x0 0.305 3.9844 6 0.002 0 y 1 14.3962 40.7425 1.9257 , 1.2878 1 Hi-la Node Displacements Node Label X[in] LC Y[in] LC Z[in] LC X Rotatio... LC Y Rotatio... LC Z Rotatio... LC 1 Ni+ max 0 1 ii 0 6 0 9 =0 9 0 9 0 4 1 2 min 0 4 0 1 0 1 0 1 0 1 0 1 j 3 N2 max 0.5426 1 01014 4 0 :_ 9 '0 1 0 3 -7.0875e-05 : 1 i 4 min -0.1152 7 -0.1627 1 0 1 0 3 0 1 -3.2084e-04 5 5 " N3' max 0.4899 1 -0.0867 6 0 9 0 3 0 i' 3 -5.8379e-04 3 6 min -0.1589 7 -0.1527 1 0 1 0 1 0 1 -2.9525e-03 4 7 N4 max 0.5409 ': 1 -0.0991 4 0 3 0 1 0 ` 3 13189e-04 '1 7 8 min -0.1177 _ 7 -0,1604 1 0 1 0 3 0 1 -5.3336e-04 4 9 N5 max 0.7696 2 + -00647 6 0 3 "0 6 0 3 2.8239e=03 6 10 min 0.058 7 -0.1087 1 0 6 0 3 0 1 6.7742e-04 1 11 N6 max 0.7008 2 ": -0.0671 6 0 9 `. 0 6 0 3 3.3682e-03 6 12 min 0.0003 I 7 -0.1098 1 0 1 0 3 0 1 1.0949e-03 1 13 N7 max 0.6066 ' 1 -0.6631 4 0 9 0 3 0 ` 3 9.3787e-05 8 14 min -0.054 7 -1.3939 3 0 1 0 1 0 1 3.6892e-05 4 15 N8 max 0.5106 1 -0.3478 4 • 0 3 0 1 0 :' 3 • -2.6118e-03 7: 1 16 min -0.1487 7 -0.6748 - 3 0 1 0 3 0 4 -5.8067e-03 6 17 . N9 max 0.5587 1 'i -0.6559 4 0 6 0 1 0 6 -12003e-03 : 1 18 min -0.1012 7 -1.3602 3 0 3 0 3 0 1 -2.2276e-03 3 19 Nil max `d0.6951 2 >z -0.6803 4 0 6 0 1 • • 0 6 2.246e-03 9 20 min 0.0054 7 -1.4135 3 0 9 I 0 3 0 1 1.234e-03 4 - 21 •N12 max 0.6842 2 10.7692 4 0 9 0 3 0 3 49523e-04 'i 9 RISA-3D.NET version 18.0.0.35694 [Building frame.r3d] R,..\.` , Page 12 Company : TMRippey Consulting Engineers 5/21/2020 a IIRISA DesiJobgnerNumber :: 200 kjay48cox 5:04:04 PM Checked By A NEMETSCHEK COMPANY Model Name : Building braces Node Displacements(Continued) Node Label X[in] LC Y[in] LC Z[in] LC X Rotatio... LC Y Rotatio... LC Z Rotatio... LC 22 I min -0.0014 7 -1.6153 3 0 1 0 1 0 1 2.6207e-04 1 23 N13 . ' max 0.6995 2 -0.727 . 4 0 9 0 3 0 ' 3 -9.6752e-04 1 24 min 0.009 7 -1.5173 _ 3 0 1 0 1 0 1 -2.2906e-03 3 25 N14 max 0.689 2 _ 0.6384 4 0 9 , 0 3 0 3' -1.0475e-03 1 26 min 0.0038 7 -1.3211 _ 3 0 1 0 1 0 1 -2.4468e-03 3 27`< N15 max 0.6563 2 -0.5128 4 0 9 0 3 0 3 -2.01286-03 1 28 min -0.0145 7 -1.0423 3 0 1 0 1 0 1 -4.6222e-03 3 29` N16 max 0.6018 1 -0.338 4 0 9 0 3 .0 3 -2.2346e-03 ': 1 30 min -0.0553 7 -0.6541 3 0 1 0 1 0 1 -5.108e-03 3 31 I N17 max 0.6075 1 `' -0.3486 4 0 9 4? 0 1 0 3 5.5677e-03 9 32 min -0.0644 7 -0.6787 3 0 1 0 3 0 1 2.476e-03 1 33 N19 max "' 0.548 1 ''' - :-0.6641 4 0 9 it 0 1 0 3 2.5249e-03 9 34 min -0.1214 7 -1.3772 3 0 1 0 3 0 1 1.1447e-03 4 35`? N20 max 0.5414 1 -0.7561 4 0 9 0 1 0 3 2.3516e-03 ' 9 36 min -0.1274 7 -1.5804 3 0 1 0 3 0 1 1.0445e-03 4 37 N21 max 0.5515 1 >- -0.7937 4 0 9 0 1 0 3 3.291e-04';, 1 38 min -0.1152 7 -1.6684 3 0 1 0 3 0 1 -9.0455e-04 6 39+' N26 max 0.5341 1 -0.5508 4 0 3 0 1 0 3 -1.6113e-03 1 40 min -0.1256 7 -1.1261 3 0 1 0 3 0 1 -3.9191e-03 3 41 < N27 max 0.6128 1 '_ -0.6636 4 0 9 0 1 - 0 3 -1.8305e-05 ' 1 42 min -0.0479 7 -1.3944 3 0 1 0 3 0 6 -1.8527e-04 6 43 N28 max 0.7414 - 2 " -0.5722 4 ^- 0 -'-. 1 " 0 1 0 9' 39593e-03 9 44 min 0.0333 7 -1.1731 3 0 9 0 3 0 1 1.7048e-03 4 45 • _`N29 max "`0.7902 ' 2 -0.3615; 4 0 1 0 4 _ 0 1 ' 6.4506e-03" 6 46 min 0.0637 7 -0.7057 3 0 9 0 3 0 9 2.8683e-03 1 47 N30 max 0.5676 ;?` 1 ` -0.5314 • 4 0 _ 9 0 1 0 ` 3' 4.8156e-03 9 48 min -0.1029 7 -1.0834 3 0 1 0 3 0 1 2.152e-03 4 49 ` N32 max 0.7569 9 -0.0567 6 0 9 +; 0 ": 3 0 3 2.3392e-03 7 I 50 min 0.2455 7 -0.1049 1 0 1 0 6 0 1 -1.6084e-03 1 51 N33 max 0 4 0 -' _ 6 0 9 0 - 9 0 9< 0 9 52 min 0 1 0 1 0 1 0 1 0 1 0 1 53 N31 max 0 1 0 4 . 0 9 :} 0 9 0 9 0 9 54 min 0 9 0 1 0 1 0 1 0 1 ' 0 1 55 ' N34 max 0.3206 ° 1 -0.0275 4 0 9 0 1 0 2 7.7843e-04 ': 7 56 min -0.19 7 -0.1176 1 0 1 0 9 0 9 -1.0656e-03 1 57 > N35 max. 0.3959 ` 1 " -0.0352 .• ` 4 0 1 0 9 0 2 2.4387e-04 8 58 min -0.2428 7 -0.1296 3 0 9 0 1 0 9 -3.4779e-04 1 59 •-.N36 max 0.4761 1 -0.5965 4 0 9 0 2 0 3 -3.1062e-06 3 60 min -0.1701 7 -1.3012 3 0 1 0 9 0 1 -7.0928e-05 4 61 N37 max 0.4015 1 -0.0375 4 0 9 '' 0 9 0 2 1.6015e-04 8 62 min -0.2461 7 -0.1346 3 0 1 0 1 0 9 -2.1408e-04 1 RISA-3D.NET version 18.0.0.35694 [Building frame.r3d] 4.1 Page 13 Company : TMRippey Consulting Engineers 5/21/2020 Designer : kjaycox 5:04:04 PM Job Number : 20048 Checked By : P.NEL,E7scHEK COMPANY Model Name : Building braces -- Node Displacements(Continued) Node Label X[in] LC Y[in] LC Z [in] LC X Rotatio... LC Y Rotatio... LC Z Rotatio... LC 63 N38 max 0.4702 1 • -0.597 4 r 0 9 0 9 0 9 4.2573e-06 3 64 min -0.1819 7 -1.3017 3 0 1 0 2 0 1 -8.0281e-05 7 65`. N40 max 0.5244 1 -0.5569 4 0 9 0 3 0 3 -1.0974e-03 1 66 min -0.1236 7 -1.2513 3 0 1 0 9 0 9 2.3109e-03 9 67 N41 max 0.4616 1 -0.2624 4 0 9 0 2 0 b2 j -2.22e-03 7 68 min -0.1865 7 -0.6232 3 0 1 0 9 0 9 -4.7969e-03 9 69 N42 max 0.5039 1 -0.4328 4 0 9 i 0 .. 3 - 0 3' -2.0377e-03 7 70 min -0.1443 7 -0.9889 - 3 0 1 0 9 0 9 -4.3994e-03 6 71 N43 max 0.3675 ?: 1 ` -0.2714 4 0 1 - 0 9 0 7 -2.5974e-03 7 72 min -0.2796 8 -0.6421 3 0 9 0 8 0 9 -5.4964e-03 9 73 N44 max 0.4162 1 -0.5746 4 0 1 - 0 9 0 :' 1 -1.2621e-03 1 74 min -0,2318 7 -1.287 3 0 3 0 1 0 9 -2.1205e-03 6 75 N45 . max 0.5241 1 -0.6896 4 0 9 0 3 _ 0 3 5.267e-04 3 76 min -0.123 7 -1.5236 3 0 1 0 1 0 1 1.6179e-04 7 77 N46 max 0.5317 1 <. -0.6447 4 0 9 0 3 0 3 -1.0162e-03 1 78 min -0.116 7 -1.4356 3 0 1 0 9 0 9 -2.1679e-03 9 79" N49 max 0.3914 1 -0.47 4 0 1 > 0 9 0 1 1.6408e-03 7 80 min -0.2547 7 -1.0678 3 0 9 0 1 0 i 9 -3.7067e-03 6 81 N50 max 0.5241 1 -0.6008 4 0 1 0 1 0 1 2.094e-03 3 82 min -0.132 7 -1.2857 3 0 9 0 , 3 0 9 1.1241e-03 7 83 ; N51 max • 0.4842 'I 1 +: -0.3144 4 0 9 0 1 0 3 4.7148e-03 3 84 min -0.1717 7 -0.6247 3 0 1 0 3 0 1 2.0604e-03 4 85 N52• max 0.4186 = 1 -0.6633 4 0 9 0 1 0 3 2.1517e-03 3 86 min -0.2318 7 -1.434 3 0 1 0 3 0 1 8.9366e-04 7 87 N53 max 0.4275 1 .r -0.6982 4 0 9 t: 0 1 0 3 -24209e-04 `: 1 88 min -0.2212 7 -1.5222 3 0 1 0 3 0 1 -5.548e-04 9 89.s! N55 max 0.5718 1 0.322 " ' 4 0 - 9 ?- 0 1 r 0 .. < 9 l 5 4258e-03 3 90 min -0.0867 7 -0.643 3 0 1 0 3 0 1 2.4535e-03 4 91 N56 max 0.4436 1 -0.4721 . ' >. 4 0 9 - ' :''0 = 1 0 3` 4.4436e-03 ;: 3 92 min -0.21 7 -0.9857 3 0 1 0 3 0 1 1.9332e-03 4 93 N57 max 0.5486 1 -0.5073 4 0 9 0 1 0 5 3.6746e-03 3 94 min -0.1087 7 -1.0669 3 0 1 0 3 0 9 1.4994e-03 7 95 N58 max 0.4244 1 -0.5857 _ 4 " 0 9 0 1 0 3 2.2342e-03 3 96 min -0.2274 7 -1.25 3 0 1 0 3 I 0 1 9.4119e-04 4 97 « ... . N59 max 0 1 ' - 0 1 0 9 0 9 1 0 9 0 9 98 min 0 6 0 3 0 1 0 1 0 1 0 99 N60 max 0.0701 1 :_ -0.0147 1 0 9 0 1 0 9 8.8317e-04 8 . _ 100 min -0.588 6 -0.0283 3 0 1 0 9 0 1 -9.5017e-04 1 101 N61 • max 0.2091 ! 1 -0.0184 1 0 .1 :<" 0 9 0 I 9 -1.0583e-03 7 102 min -0.5187 8 0.0363 3 0 9 0 1 0 I 1 -2.9682e-0..1 9 103 N62` 0.3971; 1 -0.5911 4 0 9., . 0 1 max: C 1 "i193e-03 " 4 RISA-3D.NET version 18.0.0.35694 1 Building frame.r3d] }zLkoC Page 14 Company : TMRippey Consulting Engineers 5/2 1 12 0 2 0 Designer : kjaycox 5:04:04 PM Job Number : 20048 Checked By: A NEMETSCHEK COMPANY Model Name : Building braces Node Displacements(Continued) Node Label X[in} LC Y fin] LC Z[ini LC X Rotatio... LC Y Rotatio... LC Z Rotatio... LC 104 min -0.2495 7 -1.315 3 0 1 0 3 0 3 -2.6885e-03 3 105 N63 max 0.337 1 '' -0.2824 7 0 9 , 0 9 0 9 L2.4659e-03 4 106 min -0.3325 8 -0.6243 3 0 1 0 1 0 1 -5.4785e-03 3 107 N64 max 0.3762 1 -0.4587 4 0 9 0 9 0 9 2.0682e-03 4 108 min -0.2698 8 -1.0176 3 0 1 0 8 0 8 -4.64e-03 3 109 N65 max 0.2037 1 -0.2931 7 0 1 0 9 0 9 -2.8603e-03 4 110 min -0.5377 8 -0.6484 3 0 9 0 1 0 1 -6.3606e-03 3 111 N66 max 0.2647 1 -0.6079 - 4 0 9 0 9 0 1 -1.2885e-03 4 112 min -0.4417 8 -1.3529 3 0 6 0 1 0 9 -2.3607e-03 3 113 N67." max 0.3956 ' 1 -0.7238 4 0 • 9 0 9 0 9 '8..4033e-04 6 114 min -0.2529 7 -1.6186 3 0 1 0 8 0 8 3.2142e-04 1 115>. N68 max 0.4052 1 -0.6834 4 0 9 0 9 0 9 -1.0459e-03 4 116 min -0.2426 7 -1.5243 3 0 1 0 6 0 6 -2.3968e-03 3 117 N71 max 0.2355 r 1 f ;:-0.4983 4 0 1 0 9 0 i 1 -1.6796e-03 4 118 min -0.4883 8 -1.1061 3 0 9 0 1 0 - 9 -3.9319e-03 3 119 "N72 max 0.38 1 -0.5877 4 0 9>< 0 1 0 1 2.2004e-03 6 120 min -0.262 7 -1.3343 3 0 1 0 9 0 9 1.1708e-03 1 121 ' N73 max 0.3424 1 -0.2702 4 0 9 0 9 0 1 5.028e-03 6 122 min -0.3314 8 -0.6455 3 0 1 0 1 0 9 2.1858e-03 1 123 N74 max 0.2782.`''. 1 ;,; -0.6576 4 ._ 0 9 - 0 9 0 1 2.2768e-03 6 124 min -0.4437 8 -1.4867 3 0 1 0 1 0 9 9.349e-04 1 125 is ' 'N75 'max 0.2883 1 '. -0.7012 4 0 9 + 0 9 0 1 -2.1561e-04 -: 4 126 min -0.428 8 -1.5781 3 0 1 0 1 0 9 -5.3875e-04 3 127 N77 max 0.4291 1 -0.2793 4 0 9 0 1 0 9 5.7486e-03 6 128 min -0.2129 7 -0.6652 3 0 1 0 9 0 1 2.5761e-03 1 129 N78 max 0.3014 1 0.4433 4 0 9 0 9 0 1 4.6617e-03 6 130 min -0.4008 8 -1.0227 3 0 1 0 1 0 9 2.0241 e-03 1 131 N79 max 0.4054 % 1 -0.4824 4 0 9 0 1 0 1 3.8829e-03 6 132 min -0.2369 7 -1.1073 3 0 1 0 9 0 9 1.5854e-03 1 133 N80 max 0.2829 ': 1 :' -0.5699 4 0 9 " 0 9 " 0 1 2.3726e-03 6 134 min -0.4337 8 -1.2969 3 0 1 0 1 0 9 9.8701 e-04 1 135 N82 max 0.3224 ' 1 -0.6035 4 0 - 9 0 8 0 9 1.6946e-04 6 136 min -0.349 8 -1.3507 3 0 1 0 9 0 1 4.6023e-06 1 137 N83 max 0,3386 1 -0.6031 4 0 9 0 9 0 9 -46904e-05 4 138 min -0.3422 8 -1.3502 3 0 1 0 - 8 0 1 -1.6733e-04 3 139 ' N84 max 0.2705 1 -0.0194 - 1 0 9 0 9 0 9 -1.4135e-03 7 140 min -0.4403 8 -0.0386 3 0 1 0 1 0 1 -3.5702e-03 9 141 N22 max 0.6231 1 -0731 4 _ 0 3 0 3 0 3:' -9.3349e-04 1 142 min -0.0355 7 -1.5261 3 0 6 0 6 0 6 -2.4081e-03 6 ^, 143 '> N23 max ;;0.6945 2 -0.767 . 4 0 3 0 3 0 3 31927e-04 9 144 min 0:0063 7 -1.6103 _ 3 0 1 0 1 0 1 5.7043e-05 1 RISA-3D.NET version 18.0.0.35694 [Building frame.r3d] R..koti Page 15 Company : TMRippey Consulting Engineers 5/21/2020 5 ' g kj 5:04:04 PM 1° JabDesi N nu :: 20048 aycox ISA Checked By: AN-`1ETSCHEKCOMPANY Model Name : Building braces Node Displacements(Continued) Node Label X[in] LC Y[in] LC Z ir. LC X Rotatio... LC Y Rotatio... LC Z Rotatio... LC 145 N24 max 0.5446 t 1 0.7912 4 0 3 0 1 0 3 -9.4993e-05 1 146 min -0.1245 7 -1.6629 3 0 6 0 3 0 1 -6.7354e-04 6 147 N25 max 0.5913 1 -0.7603 4 0 3 0 1 0 ! 3 2.5696e-03 9 148 min -0.0763 _ 7 -1.5895 3 0 1 0 3 0 1 1.0614e-03 1 149. N47 max 0.4839' 1 -0.6491 4 0 :!: 2 0 9 ' : . . 0 9 -9.8501e-04' 1 150 min -0.1645 7 -1.443 3 0 9 0 1 0 1 -2.2866e-03 9 151 N48 max 0.5283 :> 1 -0.6876 4 0 3 0 9 . 0 9 3.446e-04 ` 3 152 min -0.1196 7 -1.5185 3 0 9 0 1 0 1 r3.9605e 05 7 153 N39 max 'i.0.4211 1 -0.6959 4 0 3 0 1 0 4 3 '-40817e-05 1 154 min -0.2303 7 -1.5171 3 0 1 _ 0 3 0 1 -3-7114e-04 9 155 N54 - max . .....: 0.4615 1 `> -0.6659 °` 4 0 3 0 1 0 ' 3 2.2523e-03 3 156 min -0.1927 7 -1.4413 3 0 1 0 3 0 1 8.5023e-04 4 157 N69 max 0.349 1 -0.6878 4 0 `; 4 0 1 0 • 1 -1.069e-03 4 158 min -0.311 8 -1.5345 3 0 3 0 i 9 0 9 -2.6395e-03 3 159 N70 max 0.401 < 1 0.7215 4. 0 4 0 9 0 ` 9 61689e-04 6 160 min -0.2459 7 -1.6133 3 0 3 0 6 0 6 7.4811e-05 1 161 N81 max 0.2805 `` 1 -0.6991 4 0 9 0 9 0 1 -8.8284e-06 4 162 min -0.4389 8 -1.5729 3 0 1 0 1 0 9 -3.6111e-04 3 163 N76 max 0.3194 < 1 .`-O.6617 4 0 9 "0 9 0 1 2379e-03 "' 6 164 min -0.3672 8 -1.4944 3 0 1 0 1 0 9 8.8593e-04 1 RISA-3D.NET version 18.0.0.35694 [Building frame.r3d] Fa D:= '1,,,'