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Specifications _ • • • • • • • • •\-kv06 • • ••• ••• •• •• • •• • • •• • •• 1 �'\ \ • • •• •• •• • ••• • • `- • ••• •▪ • •• • • • • •• 4 • • • STRUCTURAL C EULATJ NS. :• OCT 4 7-117 for ••• ••• • • I. •• • • It. • • • • • ••111 ••• •• • • • • • ••• • • RUCTUR P R O F, s' NGINE- tY- %569 �r- OREGON /IoTh '44'13,201 ✓OHN N.06P14s Project Name: Starbucks-Pacific HWY&78th EXPIRES:La t lc( Project Location i Address: 11701 SW Pacific HWY State: Oregon City: Tigard Zip: 97223 Project Number: 2016355.37 AdAf.I.A0b741- GPD Engineering and Architecture Professional Corporation 520 South Main Street, Suite 2531 Akron, Ohio 44311 -PHONE 330-572-2100 -FAX 330-572-2101 n) ((14 1:1)(-1-1'89 Z OF-19-479)41? :9iv-Pwant) (-on)d5d EZ}, r (0'04 Z'1 4 t'1 )(-h 81)= 059479 )41'zd :adv-"d (-1-m) dd8'lZ (a.iZ)Xo'IX(0-,7 ' dud 1&L r0 (1-in)dsd 5 '9k = (51€ )0'170'0 z 144ud :A0011 (-,,n)4$J 9'£Z= (9'£a0.1)(0.12 ��ud (1n475d 11Z = 0. 20(0'1)01) 7. aloud sz� � M slgiud :hrnv� (Q iidis 70501) :') IJ (-e,n7 d5d +1 .8) (Q'001 1)= 'dd (-1-"2 d sd 9 'L Z -= CS (Nd, d'b),. "'dd czin) 45d G'Z! _ (L*Z1)(0'1)(o'I) 711 (.cln) dSd z'b 1 (v191)(012(° .0 ` o tic/ : 9N'd-'rnfl (o ars ilaw►s) : W. PAW �sd .41 *81 = Z(4) 12(58'0)(017(G•oA95Zo0'0)= at-01, Sfl—z°- i O'1'1Z3i L•O =74 1(nxo)0(12-)1)(z4)9SZ004z717 p'1 :M1. 8 :3a'osod seg -tr..:X009S1-v) $ J (OS-Y) fldt 158 (1-7n) HdW 011 =A :aNJM (781 ZiaZ° 3002 ,e,t,d13d5 7vtrn.17nat/.5 ivo9 ofi��:lr: : vac:)•.9 's"°"El . . • fowl N91531 a iva xa(t 03110 0 • •• ••• • 'n 9 211 SJ aO3 L 1/42,Z11 +�' °: . • 8.1.W As acrvw • • • • ONITAIS LESS£ 9102 ell a°1 e!DEM flCidJ • : . . • t •• •• •• •• • •• •• ••• ••• • • • • • • • • • • • • • • •• •• • • • • • • :;• : atI( . 4c. . . Sheet No. ' i of Ader:4040' ff GPD GROUP. Clicula�etl�iy_ `� •••_��: ' ate (2t Jj Cf•eckeA by_ • • •• • • Date 1/i1 ' 1 WFC- 1 `I. Ps i•;• •:'C•'•S:''• "V%It; Ps( 22 q j/� - meq/( �G l : • ••• ••• 55 • • ••• • • Lsrqc : 1— } (c e,,07 r •5s 51= O.4-a 3 3®s G. c Ds _ (0.-71-)) vi-191b) _ Gs \47- L41 ) ( ( lo 19W) �- ( ') L\t') (3 's f) �- ( O. ) opk) O z,4 fe) (:4-010E- ) {0011,) ocyt ! wol/c r iron = lbp.sr- 1 rich LO PSI \ i5 = 5.4k /e,11 p,� ).7GrIF rsr • T •• • • • • •• •• •• • • • • • •• • • ••• Job _ D/ AIL •• • • • • • • • Sheet No. _ of r t Q-- _ �/ Calculated by Date f! J 1 .lir. i► 64PD:GROUe • cs,�•c k,s;i*.���,.Ak,,:..dnkif a„�.• • • • • Checked by _ .. Date •--• . y • • • •• ••• ••• • •• —___7 3 • • • (r) PSF) t. S.) j) ( 121 hF) ( qL') ( qi) ( ) C41 ) 0 ` )(6`) ( ; 7-() rS ) v : 9,487 9.5k U ` 5.41 W 411 a ( Gl)( ( (.1C0 ,V) 4 6 _ . 1 ?) 4 00,) (1')( 131„4 ItSSC z = sio W \\ -- c tcf1 , ()- o wolf U ( C (C) ( 1 KO 4 (ic,3 ')(6') ( 1).1 P s r).t ( � �(`' , ICI p‘.,[) • • • •• • •• •• •• • •ki • •••• • • • • • • •• • . . Sheet No. 'J of /Q/� �i f ®�I� GPD GROUP cula�eA•by_ •sem.—•�•� •.: ••(Ate " l 0117 thus,Gyle,sane.,euros&['Maven,Inc. C('lecke!}b%. • • •• • • Date oh 8u�l�,r�y •:• . :•. :•. z �J � 3 U- 5if rL il.2 PT) .1C9-x.$) _ r--- �� Fsr) i- (_14-.89 ( 4' /)( 3.G1- $ it £$F) . \J c, Li, 5 if = [8.81k Ila t l a V z ( ')( ')L �9�1 ? f) 4- CG')L'G.33')(0,7 PSF) 1- (2-11') (j. V)( pS F) +-(9,7_0 ( 1),(31) ( `f6 p.sp) _ s sob. _ wGit 3 = \F-7. Ca') CG`) NJ Ps F) (G') (a g'1') CIS,) rsr) fkt.sr)( P31 U = S9 = 1E4 v= C6')(C*) C11.1 Psr) d-(C,')60�1) 0,21 P66) 4- (7)- ') La.2g') C11-6e ( •?s)( I633') ( ` G P se) 6309 -- me .. . • • • •. • •. ._ • • . • • s • • • s • • r • Job aC�1�33 - 1 • •• •• • •.• •• •.• • • •• • • •• •• • r •• • • • • • • Sheet No. 4 of ®®®�< Calculated by Date �/X117 e (]'PD.CiR•Q•U", .•. •• Checked ate m•„Wk,s,. er..uemW 1:410,e0,ha • • • • G d by D • . •• • r . • • • •.• •• • • ••• I011 Lel;6.I-L.. of pi c�•.. j " LofS u 1 f•O':.: •.. I • • Lout j6' CS.go ,)) Ntt,i tfu 11 ��s�s r Nutlip = VAn = 3 b = 30l If 10. 10 U 37ply . 4 IQ RUils @ 14- O.C. = 33 5 pi F f= oat' 3. tick) _ 3 q Iz ti DU -Si)17 s ( -o(,) C ckt 1,0 8/4/2017 •• •. •• • • 0 • •• Design Maps§rmmaiy Report• • • • • • • • 9 MapsSummary p4 f •• •' •.' Design Re • • User-Specified Input Building Code Reference Document ASCE 7-10 Standard • •• ••. •.••• .; "• (which utilizes USGS hazard d'ita ayaiisbre ip 2�011)•; • : •• Site Coordinates 45.43562°N, 122.797040W •' '•' ••' ••• • Site Soil Classification Site Class D — "Stiff Soil" •1• ..A . . •• •• Risk Category I/II/III • • ••• ••• •• • • ave _ _ ,r f> r ' -t;:,+ itc %;;':'' ;3 el �_ k '*1-1111117':';::,---:144''''-' -4$441' j44, , Stien4ft,l, .1— ' N''''' tari/sOnci* . ` '�k - USGS-Provided Output S5 = 0.966 g SMS = 1.076 g SDs = 0.717 g S1 = 0.423 g SMl = 0.667 g sc.,. = 0.445 g For information on how the SS and Si values above have been calculated from probabilistic(risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP"building code reference document. MCGR Response Spectrum Deshg Response Spectrum ,,7 c4's a64 0'l 0:; 0 41i 4, 0.,,...c. Q 4 c5s I tai l f n 0 52 G_a 024 a.. a{c 03. 0.05 a'6 007 067 @;:7 i_ '^ 02 3] {• e.r y i� _i_:_ ut_ G i'u _4.7 ;{i_ 002 ;i47 9. :f S.4_ {.L=7 ".:'SJ 20`7 Per{4d,T(sec) f'eryc T(sec) For PGAM,T„CRS, and C51 values, please view the detailed report. • Although n this informatiois a product of the U.S.Geological Survey, we provide no warranty,expressed or implied,as to the v ' accuracy of the data contained therein.This tool is not a substitute for technical subject-matter knowledge. https://earthquake.usgs.gov/cn2/designmaps/us/summary.php?template=minimal&latitude=45.43561527451082&longitude=-122.79703862017429&sit... 1/1 •• • • • • •• •• •• • • • • • • •• • •. • • • • • •• •• • • 5—• •--• •. A • • • • • • • • • • S. • • •• •• • ••• • • • .• .•• ••• ••• •• • • S • • •• • • • • • • • • • • • • • • ••• •• • • ••• .. •• • • s•• ••• • • • • • • • • • • • •• ••• ••• • • • • • • ••• • 16 D x J c ' .,. or:":4,0.-_, 70 • Ni - ► 0I 1414,190 • (145 ;/4 Ittte h 43 N2 't ;i N3 + 4 N5 1j; i 741 N6 (' Ni ' 7 SK- 1 Aug 11, 2017 at 10:59 AM New Frame New Building Frame.r3d • •• •• •• • • • • •• • • • • • • • •• •• • • • • • • • ••0 • • •• • • • • Company •• • • • • • • • • • •• Aug 11,2017 DesI IIRISA Job Nuerm 11:28 eAM d Job Number Checked By: Model Name • • • • • ••• •• • • • • • • •• • • • • • • • • • • •• • • • • • • • • • • ••• • • •• ••• • Joint Coordinates and Temperatures •• 0•• • • •• •• Label X[ftl Y • [ftl •• • 0. 1111:0,_4_ • • Te • mp[Fl Detach From Diap._ 1 Ni 0 0 : ••0 • •• 0 2 N2 0 0 : •:• •.?2• • • •-•--• 0 3 N3 0 0 30 0 4 N4 27 10.083 0 0 5 N5 29.5 0 0 0 6 N6 29.5 0 12 0 7 N7 29.5 0 30 0 8 N8 0 1225 0 0 9 N9 0 12.25 12 0 10 N10 0 12.25 30 0 11 N11 29.5 13 0 0 12 N12 29.5 13 12 0 13 N13 29.5 13 30 0 14 N14 27 0 30.5 0 15 N15 27 10.083 30.5 0 16 N16 0 16 0 0 17 N17 0 16 12 0 18 N18 0 16 30 0 19 N19 29.5 16 0 0 20 N20 29.5 16 12 0 21 N21 29.5 16 30 0 22 N22 0 8.667 0 0 23 N23 0 8.667 12 0 24 N24 0 8.667 30 0 25 N25 29.5 8.667 0 0 26 N26 29.5 8.667 12 0 27 N27 29.5 8.667 30 0 28 N28 0 0 -20 0 29 N29 29.5 0 -20 0 30 N30 27 8.667 -20 0 31 N31 0 12.25 -20 0 32 N32 29.5 13 -20 0 33 N33 0 16 -20 0 34 N34 29.5 16 -20 0 35 N35 0 8.667 -20 . 0 36 N36 29.5 8.667 -20 0 37 N37 27 8.667 0 0 38 N38 -5.417 8.667 30 0 39 N39 -5.417 8.667 -5.417 0 40 N40 30.917 8.667 -5.417 0 41 N41 30.917 8.667 30 0 42 N42 -5.417 8.667 28.667 0 43 N43 0 8.667 28.667 0 44 , N44 -5.417 8.667 19.667 0 45 N45 0 8.667 19.667 0 46 N46 -5.417 8.667 10.333 0 47 N47 0 8.667 10.333 0 48 N48 -5.417 8.667 1.333 0 49 N49 0 8.667 1.333 0 50 N50 .625 8.667 -5.417 0 51 N51 .625 8.667 0 0 52 N52 10.375 8.667 0 0 53 N53 10.375 8.667 -5.417 0 54 N54 19.25 8.667 -5.417 0 55 N55 19.25 8.667 0 0 56 N56 29 8.667 -5.417 0 RISA-3D Version 15.0.2 [O:\...\...\...\Structural\Structural Calculations\New Building Frame.r3d] Page 8 .. . . . . .. .. .. . . . • • • • • . . • • •• •• • • _ • • •. •'. % Pany'.• : : : Au: • : g 11,2017 AM I I IRISA Designer Che8 ed Job Number Checked By: M ode I Name : • • • • • .. . . _ . . . .. • • • • • .• • • • • • Joint Coordinates urth•Temaerafures edorionued) Label X[ft] Y[ft] Z jft] Temp[F] Detach From Dian... 57 N57 •• •• • •29.•• ... 8.667 0 0 58 N58 ••-•• • ••30117: 8.667 -2 0 59 N59 . _-�••. •29.5 : 8.667 -2 0 60 N60 • . . • • 30.917' ' 8.667 4.167 0 61 N61 29.5 8.667 4.167 0 62 N62 30.917 8.667 11.75 0 63 N63 29.5 8.667 11.75 0 64 N64 30.917 8.667 19.333 0 65 N65 29.5 8.667 19.333 0 66 N66 -2 8.667 28.667 0 67 N67 -2 8.667 19.667 0 68 N68 -2 8.667 10.333 0 69 N69 -2 8.667 1.333 0 70 N70 .625 8.667 -2 0 71 N71 10.375 8.667 -2 0 72 N72 19.25 8.667 -2 0 73 N73 29 8.667 -2 0 74 N74 0 11.667 28.667 0 75 N75 0 11.667 19.667 0 - 76 N76 0 11.667 10.333 0 77 N77 0 11.667 1.333 0 78 N78 .625 11.667 0 0 79 N79 10.375 11.667 0 0 80 N80 19.25 11.667 0 0 81 N81 29 11.667 0 0 82 N82 0 12.25 28.667 0 83 N83 0 12.25 19.667 0 84 N84 0 12.25 10.333 0 85 N85 0 12.25 1.333 0 86 N86 .625 12.25 0 0 87 N87 10.375 12.5 0 0 88 N88 19.25 12.75 0 0 89 N89 29 13 0 0 Joint Boundary Conditions Joint Label X[k/in] Y jk/in] Z[k/in] X Rot.[k-ft/radj Y Rot.fk-ft/rad] Z Rot.[k-ft/rad] 1 N1 Reaction Reaction Reaction Reaction Reaction Reaction 2 N5 Reaction Reaction Reaction Reaction Reaction Reaction 3 N2 Reaction Reaction Reaction 4 N3 Reaction Reaction Reaction 5 N6 Reaction Reaction Reaction 6 N7 Reaction Reaction Reaction 7 N14 Reaction Reaction Reaction 8 N10 Reaction Reaction 9 N9 Reaction Reaction 10 N13 Reaction Reaction 11 N15 Reaction Reaction 12 N12 Reaction Reaction . 13 N18 - 14 N21 15 N17 16 N20 - 17 N16 18 N19 19 N28 Reaction Reaction Reaction Reaction Reaction Reaction RISA-3D Version 15.0.2 [O:\...\...\...\Structural\Structural Calculations\New Building Frame.r3d] Page 9 STRUCTURAL CALCULATIONS for • S�RUCTUR44 C��Ep PROF, `u\g \AGINFF,QsiO 569 ' 7� OREGON .'//•/°7 D� 13 2()1 ✓O�/N N. Project Name: Starbucks-Pacific HWY&78th EXPIRES:(0Ot 1� Project Location Address: 11701 SW Pacific HWY State: Oregon City: Tigard Zip: 97223 Project Number: 2016355.37 Aler."1144Ar. GPD Engineering and Architecture Professional Corporation 520 South Main Street, Suite 2531 • • • •• ••• ••• Akron,, Qhio44311 -.PHbNE 130-572-2100 •• •• • • ••• ••• -FAX 330-572-2101 • 0•• •• • • ••• • • • • • • • • • • •• • • I • • • • • • •• • • • • • • •• ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •55 • • • • • •• •• • • • • • • • • • • • •• •• •• • -20rAltt,. GPD GROUP/acta JOB NO 2016 355.37 SENO. MADE BY M. DATE 7/28/17 FOR S TAR$U c!C S Tt 6A R D, OR CHECKED BY DATE SUBJECT D ES 1 an/ r-CADS BUUI.01N 6 Cop - 2014 OREGON STRVLrL,, AL SPEcrat_r7 CODE (2012— r ec) WIND: V- t 1O r1PI4 (vt.T) gS riPH+ OV40) RtSk Cy - a.x PoSORE: B It,: 1.0 �t 0.00256C/cxyfr T)(ko)Cv)I kir. 0.7 k2r=1.0 fro=085 %_30 ::(0.002.5a0.7)(1.0)(045)61 (0)2- le. 11- PSF �'11n/FR : (S I rr►pt.i FIE 0) VILD1 N6 : p,,, = k�1 P5)0 = Cl.o')0.p)(19.1) = 1 R•2 PSF £OLT1 a.= 3 Ft 30. = 6�►- P = 0.0)0.0)62.7) = 12.7P5p Cura') PARA Ptrr: Pp w =(11bYG4 ow) = 4-)0.5) . 27. 6 Ss F Cui r) PPL =094)0.0 = le. PSF Cuo-) C C: CioiF) Csrot Pe.4Flop) WAu.4; Pnerc ' kir Poor 3a = CI.d)(1.0)c29.1) = 21. ( PSt=cucrr) 4-:3F- Pner4. =(1.0)(1403.0 = 23.6 ?SF(t, T) • ROOF: P„ r = (1.0)Cl-o)( 36.5):- +3 , 5e4Ir :". a-L3Fr • ' .. ,.• • . . ,. .. P,, , = c►-o)(1.o)C21.9 ` 2►.9PsF(t,a r) ..• . • •• •.• • PAPA Per; P = ,C 64p-64,) _ g. (-104.l - r . aO-o.; '42.3 PSP(uLT) OvEgoitm6: P:: q ,., 6cp- 40 -.7:02,•L )Ct.7.+.►.)) ; 51.5rCF Cue-T) U.S •. •• •..• • . •. •. •• • • . .. ., . • . . •. •. . . . • • •. .. ,. . . . . .. f 4 2.-OIC 11 PP pP A. ,> Job__ I b r 7 b 7 ''' 4°4 6:i A 1 1 I I k' Sheet No. 1 II of 4 JF • GPD GROUP. Calculated by �' ___ Date g/d/1 7 c u;wt,Schomer,awns s onw.m,Inc. Checked by_ Date___ Psc 3. 12-7 Pa F 4i,s,/, ; Rol& C G ,fv I c5s - 0,1U 51-: O.44 3 5ns (yin £ai = 0;� .y-s 2. 6. 5 V CICS id = (0.7D) ( y7q1-1 1 )b ) = 10 VA-, s is G 5 (aa i-oc) ( 10') ( 10 PF-) 4-- ( ) iI ) (3 s F ( -)o.s1) 2of�) ( s�o ) ( fi al5 otyLti. 364 well/csi-orc t'cc,� d- _ !a PsF ,, i','(1,' v'c I I .'z' LO PS r r W 7/991 Y /5= 5.4k/ i 1,,f,d, P°ro�[r ?1,,,,, ; ) �6 PIF rpL= it,it �'s " ... • . . • • S. ••• ••• • . • • .. •• • • ••• ••• • ••• •• . • ••• • •. ••• • • • • •. •• • • • • • • • •• • • • • • • .• ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • ••• ea 49--------19 • • • •• •• • • • • • • • • • • • •• •• •• • Sheet No. -_ __ _ of _!!—)----- Calculated by __ Date `.! t [ eeAlk, GPD GROUP, Checked by..__ Date G6u�:,W k,Schomer,F�urns R ONiaren,Inc 4 WDO 3 1%= ( t ) t) ( )1 / es r) tto S) (6 ') ( 1 .1 p4 f (-bLiC) C i. ) ( ) 01 )Cc) ( .7-).() ,f sF) V : 9,487 9.5 k WO a ( (1( r) (9,g. r r 6c, . 1 .6') (C1)( la. 1 rq-) 4 (D.3) ( (..21� - 1`).4 @,&F )) � Seit 5 �} Fr_ 9.5k c() 7 5J41,1 1N1011 • ••• • (r tr • i• h� !b• • I• (�r••12• t3 !, • • t!`,4.11- t1 I ) Lc) t ��'.2 ry) (ii ' 6') ( r)•ii ii•)i•:..Y1'; u •(-.:"-,1 ��L `[ t �� GC) Fat] • • • • • • • • . ..• • • • • • • • •• • • • • • • • • • • ••• • • •• • • • • • • •• •• • • • • • • 5 Job )- 13 Ls. 37 Sheet No. 'J of Calculated by C P Date 9/ ?I' 17 ®®®s. GPD GROUP® 60us,Pyie,Schomer,Bums a&Maw,Inc. Checked by Date 61c 13.„i11.� _ . u- Cdc0 LPTS) s�)(�t) PS ) ('''F.59 ( 4' )(23.(4ig.�( 11$F) )- C511' -C11' _ [1.81k 1 Iia l l az- (C)( G9(. 11, ()( G')Li9,1 Pyr) + CC' ')(0.7PsF) �- (a� �') D‘).0( `fGFIE) 4--(9)_0 ( i):31) P.sF) _ G SC26 W&1 1 3z U - CC) (G') a_ Ps F-) 4- ( G`) g'S') (IQ ) f sr) fkt.s9( S') ( 9.-(D Pay) V : gb1 = t k ycI1 t v� CG')(c) ( 11.1 d-(C:)60 1) OV1 Pae) (2-a* 1) (a 2s') (tf6P)F) • • • • • • • • • • L (0.1S)Ci �3 )K!fc. S ) . • • •• •• • •• • •• • ••• ••• • • • • • • •• • • •• •• • •• • • •• • • • • •• • •• • • •• •• •• •• • •• •• •••• • • • •• •• •• •• •• • • •—•^--• • • • • •-•-•--0-0.-41 •• • • • • •• •• •• • Job a(A315-37 1 1 Sheet No. '"y of 1C� pbj ®�®. �/► GPD GROUP® Calculated by Date_ / 7 Glum,rye,schemer,emus a oerlevee,Inc Checked by Date 100 Leltok 6c dtel SU• 27' LofcS\,/ 1 = 161 Loa 0,P 4)k-i I / J O OK) • 0'71) (V NE,,/ -- ti p. as N N il(rs = v/t,r, 25 Do to = 301 of 10. u,7 Wk pt 4 $, (\oil @ 0.C. = 33 5 pI F 0.a.6i 3. 061) = 3. 6 q OU -spy - s ( .oc, CA�G�►� ... • • • ••• •.• •• • • • • • • • ••• • • •• •• ••• • • r• ••• • • • • • • • • • • • • • • •• • • • • • •• • • • • • • •• • • • • • • ••• • • • • • • • •• • • • • • • • • • • •r• • • •• r • • • • • •• •• • • • • • • • • • • • • •• •• .. • • • A` ••• i . , 8I4/2Q1 7 Design Maps Summary Report zusGs Design Maps Summary Report User-Specified Input Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 45.43562°N, 122.79704°W Site Soil Classification Site Class D -"Stiff Soil" Risk Category I/II/III .14.11b s orszt- '7,P,j0,-", *Portland Beaverton • 474 ffer- tt4(4' Lak;01M0go 99 \„A palatin Shetwood 4/ .4 41 "`44I4. OregonCity USGS-Provided Output S = 0.966 g S„ = 1.076 g Sps = 0.717 g S, = 0.423 g Sp,„ = 0.667 g S„ = 0.445 g For information on how the SS and Si values above have been calculated from probabilistic(risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP"building code reference document. MCER Response Spectrum Desx7)Response Spectrum I IJ 0.99 464 7; IW 055 0 44 0 Z4 0.3.1 02Z a an COI ace •-I--•—•—• I • f "-11. • aon ace ccaO SU • •.,11 • S Saj • ace aa Gia aria cue 1'XI 1 20 I lit 1 CO ce2. 41••: •I: S S P.4fted.T(sec) • • OOOOOO • • •• •• • • ••• ••• For PGA,,T„ Crts, and CR,values, please view the detailed report. • ••• •• • • ••• • • A -• • S_ • Although this information is a pwo.duct:of the 4.t•Gi:oligioril;ur:ey,:Pv provide no warranty,expressed or implied,as to the accuracy of the data containecCtibereirj.fhis rTat a subtilitite for technical subject-matter knowledge. •• • • • • • • • • • • • • • • • • • • • • • •• • • ••• • • • • • • •• •• • • • • • • • hftps://earthquake.usgs.gov/cn2tesi5nmSpsrusisummaary.phriftemPate=rninimal&latitude=45.43561527451082&longitude=-122.79703862017429&sit... 1/1 } 4"1 16 '0-77;1 44°1141._ 70 w 11 • ,. Ni � 9 `45 , , ,,�, *NT � p N2 -' O N3 - � 4 N5 , 13 1 741 N6 N1I7 • ••• • • • •• • • ••• ••• •• • • • • • • ••• ••• • • •• •• ••• • • •• ••• • • • • • • • • • • • • • • •• • • • • • •• • • • • • • •• a • • • • • ••• SK- 1 • , , , • • Aug,11, 2017 at 10:59 AM • • • • I • • • a • New Frarne .• .• :•• ; ; New P:uiining Frame.r3d • • • • • •—• • •• ••- :• • • • • •• A t Company Aug 11,2017 I',R'SA Designer 11:28 AM JModelob NumberName Checked By: Joint Coordinates and Temperatures Label X fftl Y fftl Z fftl Temp[F] Detach From Diap... 1 Ni 0 0 0 0 2 N2 0 0 12 0 3 N3 0 0 30 0 4 N4 27 10.083 0 0 5 N5 29.5 0 0 0 6 N6 29.5 0 12 0 7 N7 29.5 0 30 0 8 N8 0 12.25 0 0 9 N9 0 12.25 12 0 10 N10 0 12.25 30 0 11 N11 29.5 13 0 0 12 N12 29.5 13 12 0 13 N13 29.5 13 30 0 14 N14 27 0 30.5 0 15 N15 27 10.083 30.5 0 16 N16 0 16 0 0 17 N17 0 16 12 0 18 N18 0 16 30 0 19 N19 29.5 16 0 0 20 N20 29.5 16 12 0 21 N21 29.5 16 30 0 22 N22 0 8.667 0 0 23 N23 0 8.667 12 0 24 N24 0 8.667 30 0 25 N25 29.5 8.667 0 0 26 N26 29.5 8.667 12 0 27 , N27 29.5 8.667 30 0 28 N28 0 0 -20 0 29 N29 29.5 0 -20 0 30 N30 27 8.667 -20 0 31 N31 0 12.25 -20 0 32 N32 29.5 13 -20 0 33 N33 0 16 -20 0 34 N34 29.5 16 -20 0 35 N35 0 8.667 -20 0 36 N36 29.5 8.667 -20 0 37 N37 27 8.667 0 0 38 N38 -5.417 8.667 30 0 39 N39 -5.417 8.667 -5.417 0 40 N40 30.917 8.667 -5.417 0 41 N41 30.917 8.667 30 0 42 N42 -5.417 8.667 28.667 0 43 N43 0 8.667 28.667 0 44 N44 -5.417 8.667 19.667 0 45 N45 0 8.667 19.667 0 46 N46 -5.41;••• • 8.667 10.333 0 47 N47 ._• .. ••• ••d • • 8.667 10.333 0 48 N48 i : L i -6.4.17: 8.667 1.333 0 49 N49 •• •• • •0 ••• .• 8.667 1.333 0 50 N50 .625 8.667 -5.417 0 51 N51 .- •x.625 . ... 8.667 0 0 52 N52 : : ;10:375: : : 8.667 0 0 53 N53 • • ._:_10.3?5 • • •_,. 8.667 -5.417 0 54 N54:;-:- • 19.25 • • 8.667 -5.417 0 55 N55 19.25 8.667 0 0 56 N56 29 _•8.667 -5.417 0 RISA-3D Version 1:5.0.2 •[Ci:\...\... ,Struatur�NS' n�tural Calculations\New Building Frame.r3d] Page 8 • . • • • • •. • • • • • • • • . . • • • • •• • • • • •• •• •• • Company Aug 11,2017 Designer 11:28 AM IIIRISA Job Nodel Naumberme . Checked By: Joint Coordinates and Temperatures (Continued) Label X[ft] Y[ft] Z ift] Temp[F] Detach From Diac... 57 N57 29 8.667 0 0 58 N58 30.917 8.667 -2 0 59 N59 29.5 8.667 -2 0 60 N60 30.917 8.667 4.167 0 61 N61 29.5 8.667 4.167 0 62 N62 30.917 8.667 11.75 0 63 N63 29.5 8.667 11.75 0 64 N64 30.917 8.667 19.333 0 65 N65 29.5 8.667 19.333 0 66 N66 -2 8.667 28.667 0 67 N67 -2 8.667 19.667 0 68 N68 -2 8.667 10.333 0 69 N69 -2 8.667 1.333 0 70 N70 .625 8.667 -2 0 71 N71 10.375 8.667 -2 0 72 N72 19.25 8.667 -2 0 73 N73 29 8.667 -2 0 74 N74 0 11.667 28.667 0 75 N75 0 11.667 19.667 0 76 N76 0 11.667 10.333 0 77 N77 0 11.667 1.333 0 78 N78 .625 11.667 0 0 79 N79 10.375 11.667 0 0 80 N80 19.25 11.667 0 0 81 N81 29 11.667 0 0 82 N82 0 12.25 28.667 0 83 N83 0 12.25 19.667 0 84 N84 0 12.25 10.333 0 85 N85 0 12.25 1.333 0 86 N86 .625 12.25 0 0 - 87 N87 10.375 12.5 0 0 88 N88 19.25 12.75 0 0 89 N89 29 13 0 0 Joint Boundary Conditions Joint Label XIk/inj Y[k/in] Z[k/in] X Rot.[k-ft/rad] Y Rot.jk-ft/rad] Z Rot.[k-ft/rad] 1 N1 Reaction Reaction Reaction Reaction Reaction Reaction 2 N5 Reaction Reaction Reaction Reaction Reaction Reaction 3 N2 Reaction Reaction Reaction 4 N3 Reaction Reaction Reaction 5 N6 Reaction Reaction Reaction 6 N7 Reaction Reaction Reaction 7 N14 Reaction Reaction Reaction 8 N10 Reaction Reaction 9 N9 Reaction Reaction••' a• • • • •• 10 N13 Reaction ReactIon • ••• ••• •• • • 11 N15 Reaction React2n'•• • `. '•`• 12 N12 Reaction Reaction 13 N18 14 N21 ••• •,•, ,', ••, a..• •• 15 N17 • • • •• • • •. • • • 16 N20 • • • • • •• •• •• •• . • . . • • • • • 17 N16 18 N19 19 N28 Reaction Reaction Reaction , FFe4ction Reaction Reaction • • • • • . I a - - RISA-3D Version 15.0.2 [0:\...\...\...\Structural\Structurat4lc tlatiQVfvQ B;ild ncFr.ame.r$d] Page 9 S. • . • • .• •• • • . • . t Company Designer Aug 11,2017 Job Number 11:28 AM ''R'SA Model Name Checked By: Joint Boundary Conditions (Continued) Joint Label X fk/inl Y fk/inl Z fk/inl X Rot.fk-ft/radl Y Rot.fk-ft/radl Z Rot.fk-ft/radl 20 N29 Reaction Reaction Reaction Reaction Reaction Reaction 21 N33 Reaction 22 N34 Reaction 23 N31 Reaction 24 N32 Reaction 25 N36 Reaction 26 N35 Reaction 27 N8 Reaction Reaction 28 N11 Reaction Reaction 29 N4 Reaction 30 N38 Reaction Reaction Reaction 31 N41 Reaction Reaction Reaction 32 N59 Reaction Reaction Reaction Reaction Reaction Reaction 33 N82 Reaction Reaction 34 N83 Reaction Reaction 35 N84 Reaction Reaction 36 N85 Reaction Reaction 37 N86 Reaction Reaction 38 N87 Reaction Reaction 39 N88 Reaction Reaction 40 N89 Reaction Reaction Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(P... 1 DL 2 RLL RLL -1 9 10 9 10 3 SL SL 4 WL+X WL+X 7 3 5 WL+Z WL+Z 6 6 WL-X WL-X • 4 3 3 - 7 WL-Z WL-Z 1 Load Combinations Description SoI..PD...SR...BLC Fact... BLC Fact..BLC Fact..BLC Fact..BLC Fact..BLC Fact..BLC Fact..BLC Fact..BLC Fact..BLC Fact... 1 IBC 16-8 Yes y DL 1 2 IBC 16-9,Yes y DL 1 LL 1 LLS 1 3 IBC 16-10..Yes y DL 1 RLL 1 4 IBC 16-10..Yes Y DL 1 5 IBC 16-11..Yes y DL 1 LL .75 LLS .75 RLL .75 6 IBC 16-12..Yes Y DL 1 WL+X .6 7 IBC 16-12..Yes Y DL 1 WL+Z .6 8 IBC 16-12..Yes y DL 1 WL-X .6 • 9 IBC 16-12..Yes y DL 1 WL-Z .6 10 IBC 16-13..Yes y •)L. 1 V\GL+X .4.4••LL►.75 LLS ,75 RLL ,75 11 IBC 16-13..Yes y ;QL•.1 >&- .45: LL•.75 LLS .75 RLL .75 12 IBC 16-13..Yes y : k.• : L-X ..45: LL .75 LLS ,75 RLL .75 13 IBC 16-13..Yes y •[3L •1• VVL-Z• .4t•'L• .•/5 LLS .75 RLL .75 14 IBC 16-13..Yes y DL 1 WL+X .45 LL .75 LLS .75 15 IBC 16-13..Yes y r DL 1 .14/1_±,Z .45 ,LL .., 5 LLS .75 16 IBC 16-13..Yes Y • •(}L 1 •,,WL'X: .45; U- .i5 LLS .75 17 IBC 16-13..Yes Y • a .1 •IWL•Z:45'j . LLS .75 18 IBC 16-15..Yes 111.. Cr .6 WL-FX .6 • • 19 IBC 16-15..Yes y DL .6 WL+Z .6 20 IBC 16-15..Yes y DL .6 WL-X .6 RISA-3D Version 13 0 ? ,IC):•.. ..\...k• truS�ralAtrttCtiral Calculations\New Building Frame.r3d] Page 10 •• O. 0 0 0 00 •• 00 0 Aug 11,2017 Dempsey : 11:28 AM IiIRISA Designer Checked By: N ModelJobumbere Nam Load Combinations (Continued) Description Sol..PD...SR...BLC Fact... BLC Fact..BLC Fact..BLC Fact..BLC Fact..BLC Fact..BLC Fact..BLC Fact..BLC Fact..BLC Fact... 21 IBC 16-15..Yes Y DL .6 WL-Z .6 22 DL ONLY Y DL 1 23 RLL ONLY y RLL 1 24 W+X ONLY y w... 1 25 W-X ONLY Y W... 1 26 W+Z ONLY y W... 1 27 moment fr.., Y W..• 1 Wood Material Properties Label Type Database Species Grade Cm Emod Nu Therm(\...De.035 s[kift^3] 1 DF Solid Sawn Visually Gr.. Douglas Fir-Larch No.1 1 .33 .3 .3 .035 2 SP Solid Sawn Visually Gr.. Southern Pine No.1 1 .3 .3 .035 3 HF Solid Sawn Visually Gr.. Hem-Fir No.1 1 .3 .3 .035 4 SPF Solid Sawn Visually Gr.. Spruce-Pine-fir No.1 1 .3 .3 .035 5 24F-1.8E DF B.. Glulam NDS Table.. 24F-1.8E_DF_BAL na 1 .3 .3 .035 6 24F-1.8E DF U.. Glulam NDS Table..24F-1.8E_DF_UNB... na 1 .3 .3 .035 7 24F-1.8E SP B.. Glulam NDS Table.. 24F-1.8E_SP_BAL na 1 .3 .3 .035 8 24F-1.8E SP U.., Glulam NDS Table..24F-1.8E_SP_UNB... na Hot Rolled Steel Properties Label E[ksij G jksi] Nu Therm(\1 E...Densitv[k/ft... Yield[ksil Ry Fu[ksil Rt 1 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 .3 .65 .527 42 1.4 58 1.3 5 A500 Gr.B Rect 29000 11154 .3 .65 .527 46 1.4 58 1.3 - 6 A537 Gr.B 29000 11154 .3 .65 .49 50 1.4 65 1.3 Hot Rolled Steel Design Parameters Label Shape Length[ft] Lbyy[ft] LbzzLt] Lcomp top[ftlLcomp bot[ftl_L-torqu... Kyy Kzz Cb Function Lateral 1 M1 HSS4x4x4 16 Segment Segment Segment Segment Lateral 2 M2 HSS4x4x4 16 Segment Segment Segment Segment Lateral 3 M3 HSS4x4x4 16 Segment Segment Segment Segment Lateral 4 M4 HSS4x4x4 16 Segment Segment Segment Segment Lateral 5 M5 HSS4x4x4 10.083 Segment Segment Segment Segment Lateral 6 M6 HSS6x6x6 16 Segment Segment Segment Segment Lateral 7 M7 HSS6x6x6 16 Segment Segment Segment Segment Lateral 8 M8 HSS10x5x6 29.5 0 Lateral 9 M9 HSS14x6x8 30.5 0 Lateral 10 M10 HSS8x4x4 18 0 Lateral 11 M11 HSS8x4x4 12 .0 ••• • • • •. 12 M12 HSS8x4x4 18 -0 •• •••• ••• •_ ' Lateral 13 M13 HSS8x4x4 12 .-0 •: • • • •• ; •• Lateral Lateral 14 M14 HSS6x6x6 16 Segment Segment Segmenf Sdgmerit . Lateral 15 M15 HSS6x6x6 16 Segment Segment Segment Segment Lateral 16 M16 HSS10x5x6 29.5 •; I i 1 I Company IIIRI Designer Aug 11,2017 SA Job Number 11:28 Model Name Checked By: Hot Rolled Steel Design Parameters(Continued) Label Shape Lengthfftl Lbvviftl Lbzzfftl Lcomp topfft Lcomp botfft1L-torqu... Kw Kzz Cb Function 22 M22 HSS4x3x4 5.417 Lbyy 23 M23 HSS4x3x4 5.417 Lateral 24 M24 HSS4x3x4 5.417 LbW Lateral 25 M25 HSS4x3x4 5.417 Lbyy Lateral Lbw Lateral 26 M26 HSS4x3x4 5.417 Lbvy Lateral 27 M27 HSS4x3x4 5.417 Lbw Lateral 28 M28 HSS4x3x4 5.417 Lbyy Lateral 29 M29 HSS4x3x4 1.417 Lbw Lateral 30 M30 HSS4x3x4 1.417 Lbyy Lateral 31 M31 HSS4x3x4 1.417 Lbw Lateral 32 M32 HSS4x3x4 1.417 Lbyy Lateral 33 M41 PIPE .5 6.192 34 M42 PIPE .5 6.192 Lateral 35 M43 PIPE .5 6.192 Lateral 36 M44 PIPE .5 6.192 Lateral 37 M45 PIPE .5 6.192 Lateral 38 M46 PIPE .5 6.192 Lateral 39 M47 PIPE .5 6.192 Lateral 40 M48 PIPE .5 6.192 Lateral Lateral Wood Design Parameters Label Shape Length[ft, le2ift] le1[ft] le-bend to...le-bend bo... Kvy Kzz CV Cr y sway z sway 1 M33 6X6 3.583 2 M34 6X6 3.583 3 M35 6X6 3.583 4 M36 6X6 3.583 5 M37 6X6 3.583 6 M38 6X6 3.833 7 M39 6X6 4.083 8 M40 6X6 4.333 Joint Loads and Enforced Displacements (BLC 1 :DL) Joint Label L,D,M Direction Madnitudef(k,k-ft),(in,rad),(k"s^2/ft... 1 N30 2 N67 � Y -4.425 3 N66 L Y -.474 4 N68 L Y -.267 5 N69 L Y -.474 6 N70 L Y -.284 7 N71 L Y -.284 Y -.461 8 N72 L Y 9 N73 L -.461 • -.284 Joint Loads and Enforced Displacements BLC 2 : RLL) Joint LebE4 •• • : 1 N3L ••-•++-• • ,D,M Direction Magnitudef(k,k-ft), (in,rad), k`s^2/ft... 2 N6i.: ,-.-..• ••1_ -4.425 3 N66 L Y -.474 Y -.267 4 N68 1 5 NES `I° �•--� •• -•.-, Y -.474 6 WO : • :•• : • • : :-L Y -.284 7 7:�._ .f. •6, •••- + Y -.284 8 N72 L Y -. 461 -.461 RISA-3D Version 15,b2 W:1...\...\.:.\Structs ral\ trigjral Calculations\New Building Frame.r3dj Page 12 a : • • • • •• •• • • • • • • • •• • 0 • • •• •• •• • • Aug 11,2017 Cempaey 11:28 AM I IIRISA Designer Checked By: N ModelJobumbere Nam Joint Loads and Enforced Displacements (BLC 2 : RLL) (Continued) Joint Label L,D,M Direction Magnitude[(k,k�ft28iinn,rad).[k's^2/ft... I 9 I N73 I L 1 Y 1 4 I Joint Loads and Enforced Displacements (BLC 4 : WL+X) Joint Label L,D,M Direction Magnitude[(k.k-ft),(in,rad).(k`s^2/ft... 1 N66 L Y 294 .294 4 2 N69 L Y .523 3 N68 L Y . 273 5 N178 X .162 6 7 N16 L X .108 Joint Loads and Enforced Displacements (BLC 5 : WL+Z) Joint Label L,D,M Direction Magnitude[(k.k-ft),(in,rad),(k`s^2/ft... 1 N70 L Y 294 .294 4 2 N73 3 N71 L Y .523 4 N72 L 16 L Z Y .523 .257 5 6 N19 L Z .257 Joint Loads and Enforced Displacements (BLC 6 : WL-X) Joint Label L.D,M Direction Magnitude[(k.k-ft).(in,rad).(k`s^2/ft... L X -.108 1 N19 -.27 2 3 N21 L X -.162 Member Distributed Loads (BLC 1 : DL) Member Label Direction Start Magn27de[k/ft.... End Magnit2ude[k/ft.F.... Start Locaation[ft,%] End Locattion[ft,%] 1 M10 Y -.27 -.27 0 0 7 0 0 2 M Y -.295 0 0 3 M99 Y -.295 � 0 4 M12 Y -.025 -.025-.025 0 0 5 M13 Y -.025 -.105 0 0 6 M10 Y -.105 -.105 0 0 7 M11 Y -.105 -.105 0 0 8 M8 Y -.1050 9 M13 Y -.05 -.05 0 -.105 0 0 Y -.105 10 M12 0 11 M16 Y -.05 -.05 0 0 12 M18 Y -.032 -.032 0 2 -.032 0 0 Y -.03 13 M19 14 M20 Y -.032 -.032 0 0 • ••R • • •• •• Y ••• • • • • • Member Distributed Loads (BLC 2 : RLL) • ••. •.• - • • M • tud R/ft�.' Start Location[ft,%] End Locationfft,%) Member Label Direction Start Magn27de[k/ft,... �127gf • •, •.0 0 1 M10 Y -.27 0 0 2 M11 Y -.27 0 Y -.27 -.27 • ...0• 4 M9 Y -.02 : : :-.02: : : 0: 0 5 M12 Y -.025 •• .•F.d2��: : • • . 00.1%_. .. 0 6 M13 Y -.025 _025 0 0 7 M16 • • . - - • _ _ _ • • 13 RISA-3D Version 15.0.2 [O:\...\...\...\Structural\Structuril•�af�latro�s\flew Buildin§ Franie.:3d] Page • • • • • • .• •• •• • • • • • •• 9 a Company IIIRIDesigner Aug 11,2017 SA Job Number 11:28 Model Name . Checked By: Member Distributed Loads (BLC 2 :RLL) (Continued) Member Label Direction Start Maanitudefk/ft,... End Magnitudefk/ft,F,... Start Locationfft,%1 End Locationfft,%1 -.032 I -.032 I 0 I 0 98 I MM18 19 YY -.032 -.032 0 10 M20 Y -.032 -.032 0 0 0 Member Distributed Loads(BLC 4 : WL+X) Member Label Direction Start Maanitude[k/ft,... End Magnitude[k/ft,F,... Start Locationfft,°% , End Location[ft.%1 1 M10 2 1 M11 I X I .2 .2 0 0 3 M18 Y .035 .035 0 0 0 Member Distributed Loads(BLC 5: WL+Z) Member Label Direction Start Magnitudefk/ft,... End Magnitudefk/ft,F,... Start Locationfft,%1 End Locationfft,%1 1 M8 2 M16 Z .2 .2 0 0 3 M18 Y _ .2 0 0 4 M19 Y 035 035.035 -.035 0 0 0 Member Distributed Loads (BLC 6 : WL X) Member Label Direction Start Maanitudefkfft,... End Magnitudefk/ft,F,... Start Locationfft,%1 End Location[ft.%1 1 M12 2 M13 X -.2 -.2 0 0 3 M20 Y -.2 0 035 .035 0 0 Member Distributed Loads(BLC 7: WL-Z) Member Label Direction Start Magnitudefk/t,... End Maonitudefk/ft,F,... Start Locationfft,%1 End Location[ft,%1 1 I M16 I X I .289 I .289 I. 0 I 0 Envelope Joint Reactions Joint X fkl LC Y fk] LC Z fkl LC MX[k-ftl LC MY fk-ftl LC MZ[k-ftl LC 1 N1 max .309 8 12.202 3 -.157 20 -.729 20 .297 19 .565 11 2 min -.058 19 4.295 19 -.52 11 -2.319 11 -.552 10 -.396 8 3 N5 max -.825 19 15.545 3 .579 12 2.143 12 1.066 3 8.467 3 4 min -2.626 3 5.284 19 .094 - 19 .371 19 .186 19 2.687 19 5 N2 max -.079 20 13.631 3 .095 3 0 1 0 1 0 1 6 min -.249 10 3.713 18 .017 18 0 1 0 1 0 1 7 N3 max .005 12 5.688 3 -.104 18 0 1 0 1 0 1 8 min -.008 18 1.544 18 -.369 3 0 1 0 1 0 1 9 N6 max .371 8 4.305 3 .034 12 0 1 0 1 0 1 10 min .023 18 1.546 20 .014 18 0 1 0 1 0 1 11 N7 max .251 20 1.471 3 -.011 20 0 1 0 1 0 1 12 min -.002 6 .738 20 -.067 3 0 1 0 1 0 1 13 N14 max -.017 20 9.515 3 -.129 19 0 1 0 1 0 1 14 min -.073 3 3.242 19 -.39 3 0 1 0 1 0 1 116 N10 max , 113• • • 0.. .1 1.621 3 0 1 0 1 0 1 min . ..46. :•1'3 :.: 0: :1 .401 18 0 1 0 1 0 1 17 N9 max. :.1d9• + 20 • 0• •1 -.283 18 0 1 0 1 18 min '.+.915 '.t; `.`p•• .a -1 0 1 19 N13 max .706 8 0 1 .372 12 0 1 0 1 0 1 20 3 0 1 0 1 0 1 19 min .018 21 0 .161 21 0 1 0 1 21 N15 max; •;(798 • '3 .'. 0 .'. '1.' _743 20 0 1 0 1 0 1 22 23 N12 mi0' 2018, : 20: : 4 : : ; -4.098 11 0 1 0 1 0 1 24v• y28 11.20%* 0 '.' 1:i .089 20 0 1 0 1 0 1 min -.037 7 0 1 -.05 1 0 1 0 1 0 1 RISA-3D Version 15yd VII.. trucl aral4trciairal Calculations\New Building Frame.r3d] Page 14 : : . : . • .. •• • • . . . . • • • • • . . • • • •. • • • 4 ♦. .. .. . Company : Aug 11,2017 11:28 AM Designer Checked By: MI R1SA Jobdel NNumber Moame Envelope Joint Reactions (Continued) Joint X[k] LC Y[k] LC Z jkj LC MX[k-ft] LC MY jk-ft] LC MZ[k-ft] LC 25 N28 max 2.102 3 2.661 3 0 1 0 1 4.93 7 10.243 21 26 min -1.772 21 .584 21 0 19 0 19 0 1 -7.322 3 27 N29 max -.796 18 10.185 3 0 1 0 1 0 1 16.05 9 28 min -3.872 9 3.479 18 0 19 0 7 -4.942 7 1.862 18 29 N33 max 0 1 0 1 0 19 0 1 0 1 0 1 30 min 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 31 N34 max 0 1 0 00 7 1 32 min 0 1 0 0 1 0 10 1 33 N31 max 0 1 0 1 0 1 0 1 0 1 0 1 34 min 0 1 0 1 0 19 - 0 1 0 1 0 1 35 N32 max 0 1 0 1 0 1 01 0 1 0 1 36 min 0 1 0 1 0 -7 0 1 0 1 0 1 37 N36 max 0 1 0 1 0 1 0 1 0 1 0 11 0 1 0 1 38 min 0 1 0 1 -1.77 7 0 1 0 1 39 N35 max 0 1 0 1 0 1 0 1 0 40 min 0 1 0 1 -1.77 19 0 1 0 1 0 1 1 0 1 41 N8 max -1.236 19 0 1 -.736 20 0 1 0 1 0 1 42 min -4.505 3 0 1 -2.252 11 0 1 0 43 N11 max 2.768 3 0 1 .238 20 0 1 0 1 0 11 0 1 44 min 767 19 0 1 -.268 7 0 1 0 45 N4 max 2.438 12 0 1 0 1 0 1 0 1 0 10 1 46 min .141 19 0 1 0 1 0 1 0 1 47 N38 max .611 3 1.908 3 -.134 18 0 1 0 1 0 1 1 0 1 48 min -.248 18 .684 20 -.702 3 0 1 0 1 0 1 49 N41 max .11 8 .844 3 1.139 11 0 1 0 1 0 1 50 min .006 18 .278 20 -2.359 20 0 1 0 51 N59 max .133 20 .92 3 .524 3 .092 3 .206 20 1.234 3 - 52 min -.334 3 .143 20 , .028 20 -.124 20 -.262 3 .182 20 0 1 53 N82 max -.164 19 0 1 0 20 0 1 0 1 1 54 min -.585 10 0 1 0 10 0 1 0 1 0 55 N83 max -.206 19 0 1 0 20 0 1 0 1 0 11 0 1 56 min -1,26 10 0 1 -.001 10 0 1 0 1 0 1 57 N84 max 1.626 3 0 1 .002 11 0 1 0 1 0 1 58 min -.079 18 0 1 0 18 0 1 59 N85 max 1.75 11 0 1 .002 11 0 1 0 1 0 1 0 1 60 min .461 18 0 1 0 18 0 1 0 1 61 N86 max 0 10 0 1 2.735 3 0 1 0 1 0 1 62 min , 0 8 0 1 .886 19 0 1 0 1 0 1 1 0 1 63 N87 max 0 18 0 1 .25 10 0 1 0 1 0 1 64 min 0 11 0 1 -.791 19 0 1 0 1 0 1 65 N88 max 0 3 0 1 .292 3 0 1 0 66 min 0 7 0 1 -.426 19 0 1 0 1 0 1 67 N89 max 0 3 0 1 1.16 3 0 1 0 1 0 1 68 min 0 20 0 1 .444 21 0 1 0 1 0 1 69 Totals: max 3.924 8 78.876 3 0 8 70 min -5.115 21 28.136 18 -7.388 19 • ••• • • • c • • ••• ••• •• • • •• e • • Envelope Joint Displacements -• .... .. •e Joint X[MI LC Y[in] LC Z[jn] LC X Rotation... LC Y Rotation... LC Z Rotation L.LC 1 N1 max 0 19 0 19 0 111 0 11 00Q 10 0 8 2 min 0 8 0 3 Q • '2.0 .•Q ••• •:2 57�e-04 18 1.4 0 03 20 3 N2 max 0 10 0 3 0: 1$ . Oen 3 •'.2.301e„03 3 -5.119e-03 10 4 min 0 20 0 3 d. .3 -2!A9e�.� 5 N3 max 0 18 0 18 0 3 4.246e-03 3 T.9283.•e-03 04 3 8 2.104e 0 18 3 6 min 0 12 0 3 0 18 1.235e-03 18 - • • RISA-3D Version 15.0.2 [O:\...\...\...\Structural\Structur4I•Galrplatkis\Me'v Buil cinJ Frarde.13d] Page 15 • • • • • • • • • • • • • • • •• •• *1 0 • • • •• S Company Designer Aug 11,2017 I 'IRISA Job Number 11:28 AM Model Name Checked By: Envelope Joint Displacements (Continued) Joint X fin] LC Y[in] LC Z[in] LC X Rotation... LC Y Rotation... LC Z Rotation[...LC 7 N4 max 0 19 -.051 19 .004 11 9.232e-03 3 6.166e-05 19 3.015e-03 3 8 min 0 12 -.171 3 0 20 2.973e-03. 19 -4.541e-04 3 6.886e-04 20 9 N5 max 0 3 0 19 0 19 0 19 0 19 0 19 10 min 0 19 0 3 0 12 0 12 0 3 0 3 11 N6 max 0 18 0 20 0 18 -1.776e-04 18 -1.504e-04 21 8.04e-03 8 12 min 0 8 0 3 0 12 -6.998e-04 8 -3.58e-03 8 3.613e-04 18 13 N7 max 0 6 0 20 0 3 5.446e-04 3 8.415e-03 8 5.067e-03 8 14 min 0 20 0 3 0 20 -2.12e-04 20 2.977e-04 18 5.665e-06 18 15 N8 max 0 3 -.003 19 0 11 -6.852e-04 20 9-.5.57e-04 10 2.865e-03 3 16 min , 0 19 -.007 3 0 20 -1.893e-03 3 -5.1528-04 1190 g 9.2238-04 19 17 N9 max 0 6 -.005 18 0 3 -9.369e-04 18 -2.578e-04 18 6.01e-03 10 18 min 0 20 -.018 3 0 18 -2.921e-03 3 -2.301e-03 3 1.8e-03 20 19 N10 max 0 18 -.002 18 0 18 1.354e-03 3 1.984e-04 3 -1.899e-04 19 20 min 0 3 -.008 3 0 3 1.498e-04 19 -1.283e-03 18 -7.343e-04 10 21 N11 max 0 19 -.003 19 0 7 7.597e-04 8 -3.215e-04 19 8.924e-05 19 22 min. 0 3 -.009 3 0 20 6.088e-05 18 -1.846e-03 3 -1.277e-04 8 23 N12 max 0 7 -.002 20 0 1 8.677e-04 8 -1.504e-04 21 -2.186e-04 18 24 min 0 20 -.006 3 0 20 8.877e-06 21 -3.58e-03 8 -1.023e-02 8 25 N13 max 0 21 0 20 0 21 1.531e-03 12 8.415e-03 8 -8.417e-05 18 26 min 0 8 -.002 3 0 12 4.656e-04 21 2.977e-04 18 -6,078e-03 8 27 N14 max 0 3 0 19 0 3 5.232e-03 3 2.262e-04 3 -2.241e-04 20 28 min 0 20 0 3 0 19 1.731e-03 19 -3.071e-05 19 -9.813e-04 3 29 N15 max 0 20 -.005 19 0 11 -3.485e-03 19 2.262e-04 3 1.975e-03 3 30 min 0 3 -.015 3 0 20 -1.053e-02 3 -3.071e-05 19 4.511e-04 20 31 N16 max -.042 19 -.003 19 -.031 20 -6.852e-04 20 9.557e-04 10 2.865e-03 3 32 min -.129 3 -.007 3 -.085 3 -1.894e-03 3 -5.152e-04 19 9.223e-04 19 33 N17 max -.081 20 -.005 18 -.042 18 -9.37e-04 18 -2.578e-04 18 5.331e-03 10 34 min -.25 10 -.018 3 -.131 3 -2.921e-03 3 -2.301e-03 3 1.8e-03 20 35 , N18 max .046 6 -.002 18 .061 3 1.354e-03 3 1.984e-04 3 -1.9e-04 19 36 min .009 19 -.008 3 .007 19 1.499e-04 19 -1.283e-03 18 -1.192e-03 6 37 N19 max .003 8 -.003 19 .027 8 7.598e-04 8 -3.215e-04 19 8.924e-05 19 38 min -.003 19 -.009 3 .002 18 6.088e-05 18 -1.846e-03 3 -8.186e-05 8 39 N20 max .354 8 -.002 20 .031 8 8.678e-04 8 -1.504e-04 21 -2.187e-04 18 40 min .008 , 18 -.006 3 0 21 8.878e-06 21 -3.58e-03 8 -9.653e-03 8 41 N21 max .21 8 0 20 .055 12 1.531e-03 12 8.415e-03 8 -8.418e-05 18 42 min .003 18 -.002 3 .017 21 4.656e-04 21 2.977e-04 18 -5.731e-03 8 43 N22 max .063 3 -.002 19 .057 11 1.248e-04 3 9.557e-04 10 -3.25e-04 19 44 min .018 20 -.007 3 .02 20 -6.012e-05 19 -5.152e-04 19 -1.68e-03 3 45 N23 max .234 10 -.005 18 .057 11 2.191e-03 3 -2.578e-04 18 3.536e-03 10 46 min .067 20 -.018 3 .02 20 5.069e-04 18 -2.301e-03 3 1.038e-03 20 - 47 N24 max -.004 18 -.002 18 .059 11 -1.879e-03 18 1.984e-04 3 2.009e-04 6 48 min -.016 3 -.007 3 .02 20 -6.925e-03 3 -1.283e-03 18 -5.458e-06 20 49 N25 max .066 3 -.003 19 -.005 21 5.426e-04 12 -3.215e-04 19 4.06e-03 3 50 min .018 20 -.009 3 -.035 8 5.134e-05 19 -1.846e-03 3 1.221e-03 19 51 N26 max -.013 18 -.002 20 -.004 21 4.419e-04 11 -1.504e-04 21 -3.396e-04 18 52 min -.435 8 -.006 3 -.036 8 1.989e-04 20 -3.58e-03 8 -3.602e-03 8 53 N27 max -.002 18 0 20 -.004 21 -5.241e-04 20 8.415e-03 8 8.101e-05 6 54 min.•;-.265 : :8•'.-.' : 3 -.035 8 -1.462e-03 3 2.977e-04 18 -2.553e-03 20 55 N28 max: : .0 ;•21": t 21 0 19 0 19 0 1 0 3 56 mine.: CI: •.'3•.• 4. .:.3 0 1 0 1 0 7 0 21 57 N29 max 0 9 0 18 0 19 0 7 0 7 0 18 58 min 0 18 0 3 0 1 0 1 0 1 0 9 59 N30 marc ••+366 •'21• -.Dag. 21 .279 7 0 1 9.641e-03 7 6.247e-03 3 60 m ir, •-.096•• 3• • -2:2:2Q2; 0 1 0 7 0 1 1.007e-03 21 61 N31 wax •4631 • •98 • 0'.• .:t 0 19 0 1 0 1 -1.079e-03 18 62 t*n1r3 11.013 3 1 -.002 3 0 1 0 19 -8.539e-03 7 -4.206e-03 9 63 N32 max .378 21 -.002 18 0 7 0 1 8.56e-03 7 6.069e-03 3 RISA-3D Version 1.5'Q.2 •[b: •\...\...t..•.StruaturaI Stmtural Calculations\New Building Frame.r3d] Page 16 • • • • • •. •• • • • • . • . • • • • • • • • • •• • . . • •• •• •. • Company : Aug 11,2017 11:28 AM IDesigner 1RISA JobNumber Checked By: Model Name Envelope Joint Displacements (Continued) Joint X in LC Y in LC Z in LC X Rotation... LC Y Rotation... LC Z Rotation ...LC 64 min -.412 © -.006 3 0 1 0 © 0 Q -2.414e-04 21 65 N33 max .72 9 0 21 0 1 0 19 0 0 -1.079e-03 18 66 min .067 18 -.002 3 0 19 0 0 -8.539e-03 EN -4.207e-03 9 67 N34 max .387 ® -.002 18 0 1 0 0 8.56e-03 06.069e-03 3 68 min -.63 © -.006 3 0 7 0 0 0 0 -2.414e-04 21 69 N35 max .367 ® 0 21 0 19 0 0 0 Q -1.079e-03 18 70 min -.093 © -.002 3 0 1 0 19 -8.539e-03 © -4.205e-03 9 71 N36 max .366 ® -.002 18 0 7 0 0 8.56e-03 ©6.066e-03 3 72 min -.096 © -.006 3 0 1 0 El 0 0 -2.413e-04 21 73 N37 max .066 © -.051 19 -.014 19 1.613e-03IM 2.08e-04 19 5.58e-03 3 74 min .019 20 -.169 3 -.078 12 4.144e-05 19 -1.532e-03 ©1.609e-03 19 75 N38 max 0 18 0 20 0 3 1.748e 03 20 1.434e-03 3 -5.744e-05 18 76 min 0 © 0 3 0 18 -4.957e-03 10 -1.069e-03 18 -1.664e-03 3 77 N39 max .06 ® .005 18 .001 10 2.299e-03 10 8.231e-05 18 -9.786e-04 20 78 min .02 ® -.058 3 0 20 7.309e-04 20 -3.494e-04 m -2.491e-03 11 79 N40 max .06 IN .01 20 .004 20 2.676e-04 20 -5.448e-04 ®4.184e-03 3 80 min .02 ® -.023 3 -.001 11 -3.34e-04 © -2.157e-03 ® 1.66e-03 18 81 N41 max 0 18 0 20 0 20 -5.712e-04 18 1.012e-02 8 1.095e-03 6 -1.399e-03 -1.852e-03 20 82 min 0 8 0 3 0 11 ® 3.7e-04 18 83 N42 max .015 18 -.028 20 0 3 -1.719e-03 20 5.588e-04 -5.744e-05 18 84 min -.019 1111 -.08 10 0 18 -4.88e-03 10 -7.143e-04 18 -1.664e-03 3 85 N43 max .016 18 -.035 18 .059 11 -2.163e-03 18 1.536e-04613.584e-04 10 86 min -.019 © -.131 3 .02 20 -8.014e-03 © -1.276e-03 18 4.573e-05 20 87 N44 max .103 18 -.164 20 0 10 -5.753e-04 20 -4.28e-04 20 1.668e-03 18 88 min -.033 In -.474 10 0 20 -1.756e-03 10 -1.204e-03 © -3.126e-03 3 89 N45 max .104 18 -.137 18 .058 11 3.3e-03 © -4.158e-04 20 1.819e-03 10 90 min -.032 © -.551 3 .02 20 8.926e-04 18 -1.206e-03 11113.587e-04 20 91 N46 max .263 10 -.153 20 0 10 1.579e-03 10 1.507e-04 18 7.713e-03 10 92 min .08 20 -.452 10 0 20 5.348e-04 21 -5.486e-04 ©2.583e-03 20 93 N47 max .262 10 -.003 21 .057 11 -1.198e-04 ® -2.032e-04 19 4.105e-03 10 _ 94 min .08 20 -.007 10 .02 20 -3.466e-04 10 -1.076e-03 6111.304e-03 20 95 N48 max .089 10 -.077 20 .001 10 2.355e-03 10 4.058e-05 8 1.506e-032096e-03 10 96 min .025 19 -.227 3 0 20 7.575e-04 20 97 N49 max .088 10 -.006 19 .057 11 1.025e-03 3 1.906e-03 10 2.878e-04 19 98 min .024 19 -.02 3 .02 20 3.394e-04 19 2.829e-04 19 -2.002e-04 8 99 N50 max .06 ® -.081 18 .062 11 -1.465e-03 18 -9.102e-05 m -1.083e-03 20 100 min .02 ® -.24 3 .016 18 -4.468e-03 3 -4.332e-04 in -2.756e-03 11 101 N51 max .063 ® -.006 19 .059 11 -8.931e-06 20 7.783e-04 10 -4.9e-04 19 102 min .018 20 -.023 3 .015 18 -1.847e-04 7 -7.066e-04 19 -2.323e-03 3 103 N52 max .064 © -.118 19 .132 19 5.55e-05 20 5.086e-04E1 -9.178e-04 19 104 min .018 20 -.511 3 -.017 6 -8.931e-04 11 -3.243e-04 19 -3.577e-03 3 105 N53 max .06 ® -.203 20 .131 19 6.71e-04 6 4.996e-04© -5.408e-04 20 106 min .02 ® -.531 3 -.017 6 -2.713e-03 19 -3.081e-05 19 -1.463e-03 3 107 N54 max .06 IN -.19 20 .088 19 2.246e-03 3 2.736e-04 01.923e-03 11 108 min .02 ® -.511 3 -.076 © -1.648e-03 19 7.662e-06 18 7.374e-04 18 109 N55 max .065 © -.152 19 .089 19 5.652e-04 8 1.329e-031122.442e-03 3 110 min .018 20 -.588 3 -.076 • 5.494e.04. 1.726e-04 20 4.431e-04 19 111 N56 max .06 ® -.029 20 -.008 • RI 1.9-' . 4. -0 6.317?e-05 19 4.164e-03 3 112 min .02 ® -.12 3 -.04 • 711e.0 3 -. 1'e-03 8 1.652e-03 18 113 N57 max .066 © -.011 19 -.009 6.813e-14 12 -3./73e-04 19 4.694e-03 3 114 min .018 20 -.037 3 -.043 ®3.172e-05 19 -1.941e-03 1111.408e-03 19 115 N58 max 0 © -.002 20 .00.1.. 20 2.857e-' 20 36e-05 19 -1.184e-04 20 116 min 0 20 -.011 3 -.00 411 -2. 0 --0' ' 3 -5.751 -04 8 -8.382e-04 3 117 N59 max 0 © 0 20 0.: E' ' • `20 • 0 • © 0 20 118 min 0 20 0 3 0 ' © *0 • 3 • D•.• 20 0 3 119 N60 max .007 0 -.002 18 .004 20 4.01e-04 8 -1.578e-04 18 1.016e-03 3 120 min -.107 20 -.028 8 -.$0 EMI 5.3 9--05 18 -2.232e_03 8 -6.5e-04 20 RISA-3D Version 15.0.2 [0:\...\...\...\Structural\Structura:MIltilati4gsU Build, Fram0.r�d] Page 17 • • • • . . . . . • • s 71 . • .. •• •• . • • • •. Com IDesignerpany Aug AM 2017 m 1 ModelJobNuNaberme Checked ecc keedd By: Envelope Joint Displacements (Continued) Joint X[in] LC Y[in] LC Z fin] LC X Rotation... LC Y Rotation... LC Z Rotation LC 121 N61 max .007 7 -.008 19 -.005 21 8.181e-05 12 -3.081e-04 [ 122 min -.107 20 -.029 12 -.036 8 2.707e-05 19 -3.314e-03 8 1. 74 e-03 3 123 N62 max -.013 18 -.017 18 .004 20 6.311e-04 3 -2.194e-04 8 1.04 e-03 20 124 min -.425 8 -.072 8 -.001 11 2.809e-04 19 -2.764e-03 8 -4. 14 -03 18 125 N63 max -.013 18 -.002 20 -.004 21 3.279e-04 11 -1.563e-04 28 -3.899e-04 12 126 min -.425 8 -.005 3 -.036 8 1.386e-04 20 -3.359e-03 8 -3.571e-03 8 e-03 18 127 N64 max -.023 18 -.043 18 .002 20 1.696e-04 3 -1.93e-04 21 1.095e-03 6 128 mm -.783 8 -.115 12 -.001 11 -1.431e-04 129 N65 max -.023 18 -.042 20 -.004 21 7.777e-04 20 -9.989e-05 8 6.639e-04e-03 20 130 min -.783 8 -.108 3 -.036 8 2.899e-04 20 -2.115e-03 8 -2.215e-03 6 131 N66 max .016 18 -.04 18 .039 11 -2.254e-03 88.916e-05 20 132 min -.019 3 18 -1.494e-04 18 18 133 N67 max .104 18 -.172 18 .03.036 116 8 1.469e-03 3 -2.314e-04 3 -4.456e-04.562 3 18 134 min -.032 3 -.562 3 .012 20 2.143e-04 18 -7.781e-04 18 -6.618e-0462e-03 3 135 N68 max .262 10 -.05 20 .035 11 3.699e-04 11 -3.343e-04 10 6.848e-03 3 136 min .08 20 -.146 10 .011 18 1.219e-04 21 -9.875e-04 11 2.349e-03 20 20 137 N69 max .088 10 -.021 20 .052 10 1.459e-03 10 -4.01e-04 20 3.12e-03 3 138 min .024 19 -.065 3 .019 21 5.149e-04 21 -1.253e-03 139 N70 max .054 11 -.025 18 .06 11 -1.075e-03 11 -8.377e-04 e-03 20 140 min .019 18 -.071 3 .016 18 -3.282e-03 3 3. e-04 101 24 19 141 N71 max .059 3 3 -2.977e-04 20 -2.473e-03 3 142 -.152 19 .131 19 3.706e-05 18 9.973e-05 7 -8.293e-04 19 30 -.532 3 -.017 6 -2.001e-03 7 -3.613e-04 20 -2.797e-03 3 143 N72 max .055 144 -.173 19 .089 19 7.646e-04 10 2.021e-04 10 2.246e-03 3 min .013 19 -.583 3 -.076 3 -1.205e-03 19 -3.695e-04 20 6.45e-04 19 145 N73 max .079 3 -.013 20 -.009 21 -2.559e-04 20 4.506e-04 3 4.498e-03 3 146 min .022 20 -.053 3 -.042 12 -1.359e-03 3 9.17e-06 1.59e-03 19 147 N74 max .005 18 -.035 18 .01 11 -4.7e-04 20 1.504e-04 30 6.006e-04 18 148 min 0 3 -.131 3 .003 20 -1.366e-03 149 N75 max .023 18 -.136 18 .009 11 -4.629e-04 11 -1.278e-03 18 -1.565e-04 3 150 min -.001 12 -.551 3 20 -4.159e-04 20 3.064e-03 18 151 N76 max .037 10 -.003 21 .009 11 -4.559e-04 8e-03 210 -1.206e-031 214 3 19 5..52 5e-03 e-04 3 152 min .01 20 -.008 3 .003 20 -1.33e-03 11 -1.072e-03 11e-03 2 210 3 1.2 153 N77 max .007 10 -.007 19 .009 11 -4.553e-04 10 520e-03 154 min -.002 19 -.021 3 .003 20 -1.33e-03 11 2.846e-04 19 -4.152e-05 19 19 155 N78 max .01 3 -.006 19 0 19 4.325e-04 3 7.738e-04 10 1.463e-03 3 156 min .003 20 -.024 3 -.007 3 -3.121e-04 19 -7.083e-04 19 4.132e-04 157 N79 max .014 3 -.117 19 .037 19 4.995e-04 6 5.058e-04 3 1.394e-03 30 158 min .004 20 -.512 3 -.006 6 -3.464e-03 19 -3.253e-04 19 20 159 N80 max .017 3 -.152 19 .031 19 1.808e-03 3 1.329e-03 11 133e-034 3 160 min .005 20 -.589 3 -.026 3 -2.183e-03 19 1.73e-04 0 161 N81 max .02 3 -.012 19 -.015 21 1.901e-03 12 -3.157e-04 20 1.27e-03 3 162 min .006 20 -.037 3 -.045 12 5.863e-04 21 -1.937e-03 19 3 163 N82 max 0 10 -.035 18 0 10 0 1 1.504e-04 3 3.553e-04 20 164 min 164 N83 max 0 19 -.131 3 0 20 0 1 -1.278e-03 18 0 1 165 min 0 10 -.136 18 0 10 0 1 -4.159e-04 20 0 1 167 N84 max 0 18 -.003 21 0 18 0 1 -1.206e-032.011 3 0 1 168 min 0 1 -27e-04 19 0 1 3 -.008 3 0 11 0 1 -1.072e-03 3 0 1 1(9 ' : :NQS. • 0 18 -.007 19 0 18 0 1 0 " :'• ••• min • 0 11111.909e-03 10 0 0 1 'N66• max • 0 m -.021 WI 0 m 0 02.846e-04 19 0 0 172 i'llinm •• 8 -.006 19 0 19 0 11117.738e-04 10 0 $ 0 173 N87 max 10 -.024 3 0 3 0 -7.083e-04 19 0 in 11 -.117 19 0 19 0 5.058e-04 3 0 .: i' •• •• `, 0 18 -.512 3 0 10 0 -3.253e-04 19 0 • • O -.152 19 0 19 0 1111111.329e-03.. 1 • : T Fni • 0 © -.589 © 0 © 0 0 1.73e-04 2011111 200 0 0 177 N8•' rrtx • 0 20 -.012 19 0 Ell 21 0 1 -3.157e-04 19 0 • .. RISA-3D Version 15.0.2 [O:\...\...\...\Structural\Structural Calculations\New Building Frame.r3d] Page 18 • • • S 4• •• •• • • • • • •• • • • * : S.•. ••• •• Aug 11,2017 Designer Company11:28 AM','RISA Job Number Model Name Checked By: Envelope Joint Displacements (Continued) Joint X fin] LC Y fin] LC Z finl LC X Rotation... LC Y Rottation... 13 IZ Rotation r...1 11781 I mini 0 ( 3 I -.037 1 3 I 0 1 3 I 0 11 I- o Member MSC 14th(360-10):ASD Steel Code Checks LC Member Shape UC Max Loc[ft] Shear UC Loc[ftl Dir Pnc/om[klPnt/om[k]Mnvy/om...Mnzz/om... Cb Eqn 1 1 M1 HSS4x4x4 .377 8.667 .024 8.667 z 67.786 92.826 10.765 10.765 1.667 H1-lb 2 1 M2 HSS4x4x4 .361 8.667 .037 8.667 :z 67.786 92.826 10.765 10.765 3.706 H1-lb 3 1 M3 HSS4x4x4 .077 8.667 .002 8.667 z 67.786 92.826 10.765 10.765 1.667 H1-1b 4 1 M4 HSS4x4x4 .128 8.667 .011 4x4x4 .296 10.083 .009 8 0 7 z 60.658 92.826 10.765 10.765 1.667 H1-lb 5 z 67.786 92.826 10.765 10.765 3.873 Hl-lb 6 1 M5 HSS 1 M6 HSS6x6x6 449 8.667 :062 8-667 y 481.581 208.79 36.267 36.267 3.762 Hl-1b 7 8 1 M7 HSS6x6x6 5x6 .284 29 8.667 1 M8 HSS15 .121 28.885 y 48.697 266.359 42.924 69.78 2.05 H1 lb 89 1 M9 HSS14x6x8 .235 15.568 .033 0 v 117.817 473.772 92.735 168.942 1.152 H1-1b 10 1 M10 HSS8x4x4 .418 18 .092 18 y 46.391 144.335 17.777 30.529 1.871 H1-lb 11 1 M11 HSS8x4x4 .332 0 .173 12 vy 86.883 122 1 M12 HSS8x4x4 .16.391 144.335 17.777 30.529 1.818 H1-lb .1113 18 .046 18 y 13 ^ 1 M13 HSS8x4x4 .099 0 .084 0 v 81.883 144.335 17.777 30.529 2.564 Hl-lb 14 1 M14 HSS6x6x6 .200 8.667 .023 0 y 581 208.79 36.267 36.267 2.198 H1 1b 15 1 M16 HSS6x6x6 16 1 M16 HSS15x6 .134 29.5 .052 29.5 y 48.697 266.359 42.924 69.78 1.342 H1 lb 17 1 M17 HSS4x4x4 .520 1.416 .118 . 0 z 99.982 100.898 11.702 11.702 1.504 H1-1b 18 1 M18 C12x20.7 -KUr>2... 19 1 M19 C12x20.7 -KUr>2... 20 1 M20 C12x20.7 -KUr>2... 21 1 M21 HSS4x3x4 .074 5.417 .041 z 64.873 80.156 7.162 8.746 1.359 H1-1 b 22 1 M22HSS4x3x4 85 1 975 .061 2.03 0 1 y 64.873 80.156 7.162 8.746 1.346 Hl-lb 80.156 7.162 8.746 2.70 . 23 1 M23 HSS4x3x4 .1180 0 .042 0 v . 80.156 7.162 .8.746 2.201 H1-1b lb 24 1 M24 HSS4x3x4 .279 0 .031 0 y 64.873 25 1 M25 HSS4x3x4 .194 0 .022 0 v 64.873 80.156 7.162 8.746 1.662 H1 lb 7380.156 7.162 8.746 2.218 Hl-lb 26 1 M26 HSS4x3x4 .070. 0 .040 0 y 27 1 M27 HSS4x3x4 .066 2.031 .023 0 v 4.873 80.156 7.162 8.746 1.427 Hl-lb 28 1 M28 HSS4x3x4 .212 0 .020 0 _y 64.873 80.156 7.162 8.746 2.645 H1-1 b 29 1 M29 HSS4x3x4 .108 0 .033 0 v �g.004 80.156 7.162: 8.746 1 634 Hl-lb .004 80.156 7.162 8.746 1.731 Hl-lb 30 1 M30 HSS4x3x4 .055 0 ' .015 0 _y 31 1 M31 HSS4x3x4 .206 0 .056 0 v 79.004 80.156 7.162 8.746 1.687 H1-lb 32 1 M32 HSS4x3x4 .116 0 .053 0 z 79.004 80.156 7.162 8.746 1.681 H1-lb 33 1 M41 PIPE .5 -KUr>2... 34 1 M42 PIPE .5 -KUr>2... 35 1 M43 PIPE .5 .295 3.096 .009 0 .436 5.044 .1 .1 1.136 Hl-la 36 1 M44 PIPE_.5 .270 3.096 .008 6.192 .436 5.044 .1 .1 1.136 H1-la 37 1 M45 PIPE .5 .512 3.096 .014 0 .436 5.044 .1 .1 1.136 H1-la 38 1 M46 PIPE .5 .046 3.096 .009 0 .436 5.044 .1 .1 1.136 H1-lb 39 1 M47 PIPE .5 .052 3.096 .002 0 .436 5.044 .1 .1 1.136 H1-lb 40 1 M48 PIPE .5 .272 3.096 .012 0 41 2 M1 HSS4x4x4 .377 8.667 .024 8.667 z 67.786 92.826 10.765 10.765 1.667 H1-1b 42 2 M2 HSS4x4x4 .361 8.667 .037 8.667 z 67.786 92.826 10.765 10.765 3.706 H _41 b 43 2 M3 HSS4x4x4 .077 8.667 .002 8.667 z 67.786 92.826 1Q.764• 10'..461 1.64Y7 -tb 44 2 M4 HSS4x4x4 .128 8.667 .011 8.667 z 67.786 92.826 1 76 , 1+.?6�a�'1.8��3 H � 45 2 M5 HSS4x4x4 .296 10.083 .009 0 z 60.658 1 92.826 28 76 =6.67. 10 6 266 .3 762 Hl-lb 43 H 46 2 M6 HSS6x6x6 .449 8.667 .062 8.667 y 181.5 H1-1 b 47 2 M7 HSSHSS16x6x6 .314 8.667 .052 8.667 v 181.581 208.79 36.267 36.267 o 5x6 .284 29.5 .121 28.885 y 48.697 266.359.42,.9241. 691§ 2.15 li ib; 48 2 M8 HSS14x6x8 .235 15.568 .033 0 v 117.817 473.772 S I 5. 168!9 2 1' 52 H'r1 b••• 49 2 M9 46.391 144.335 ,.'C7.7t7 0.1028 •&71 H'1 l b .- 51 2 M11 HSS8x4x4 .3 2 0 .0921 18 y 86.883 144.335 17.774( 30.59 3.145 H1-lb I 51 2 M11 HSS8x4x4 .332 0 .173 12 y RISA-3D Version 15.0.2 [O:\...\...\...\Structural\Structural Calculations\New Building F•aive.r3d] Page 19 •• •• ••• • • • • • •• • • 1. % Company 'I Designer Aug 11,2017 �A Job Number 11:28 Model Name Checked By: Member AISC 14th 360-10 :ASD Steel Code Checks Continued LC Member Sha.e UC Max Loc ft Shear UC Loc ft Dir Pnc/om k Pnt/om k Mn 4/om...Mnzz/om... Cb Eon ®© M12 H S8x4x4 .113 18 .046 18 11 46.391 144.335 17.777 30.529 1.818 H1-lb ®© M13 HSS8x4x4 .099 0 .084 0 HSS6x6x6 .200 8.667 .023 0 11 86.883 144.335 17.777 30.529 2.564 H1-1b ®© M15 HSS6x6x6 .246 8.667 .023 0 12181.581 208.79 36.267 36.267 2.15 H1-1b 54 © M1 3 12181.581 208.79 36.267 36.267 56 © M16 HSS10x5x6 .134 29.5 .052 29.5 1148.697 266.359 42.924 69.78 1.342 H1-lb ®©58 n M17 HSS4x4x4 .520 1.416 .118 0 59 © M19 C12x20.7 -KUr>2.. � 9-9.982 10-0.898 1_ 11.702 1.504 Hl-lb 60 © M20 C12x20.7 -KUr>2..!-= 1.702 :=---__ 61 © M21 HSS4x3x4 .074 5.417 .041 2.031 © 64.873 80.1567.162 - 8.746 1.359 H- 63 n62 © M22 HSS4x3x4 .095 1.975 .061 0 fl 64.873 80.156 7.162 8.746 1.346 H1-lb M23 HSS4x3x4 .180 0 .042 0 64 © M24 HSS4x3x4 .279 0 .031 0 64.873 64.873 $0.156 7.162 8.746 2.201 Hl-lb 65 © M25 HSS4x3x4 .194 0 .022 0 11 64.873 80.156 7.162 8.746 2.218 H1-1b 67 n66 Q M27 HSS4x3x4 M26 HSS4x3x4 .070 0 .040 0 11 64.873 80.156 7.162 8.746 1.662 H1-1b 68 © M28 HSS4x3x4 .21206 2.0031 .023.020 0 n 64.873 80.156 7.162 8.746 1.427 H1-1b 69 © M298 HSS4x3x4 .108 0 .033 11 64.873 80.156 7.162 8.746 2.645 H1-1b 70 © M30 HSS4x3x4 .055 0 .015 0 1 79.004 80.156 7.162 8.746 1.731 H1-1b ®© M31 HSS4x3x4 .206 0 .056 0 n 79.004 80.156 7.162 8.746 1.634 H1-1b �© M32 HSS4x3x4 .116 0 M53 0 n 79.004 80.156 7.162 8.746 1.687 H1-1b ®© M42 PIPE .5 -KUr>2..�=-� 7- 8- 7- 8-1_Hl-lb 75 © M43 PIPE .5 .295 3.096 .009 0 ■1111 .436 5.044----�� 76 © M44 PIPE .5 .270 3.096 .008 6.192 .1.436 5.044 .1 .1 1.136 Hl-la rte© M45 PIPE .5 .512 3.096 .014 0 • .436 5.044 .1 .1 1.136 H1-la 78 © M46 PIPE .5 .046 3.096 .009 0 .1 1.136 H1-1 b In 79 © M47 PIPE .5 .052 3.096 .002 0 .436 5.044 .1 .1 1.136 H1-lb © 80 M48 PIPE .5 .272 3.096 .012 0 • .436 5.044 .1 .1 1.136 H1-1a 81 © M1 HSS4x4x4 .633 8.667 .039 8.667 f .436 5.044 .1 .1 1.136 H1-1a 82 © M2 HSS4x4x4 .618 8.667 .064 g 667 © 67.786 92.826 10.765 10.765 1.667 H1-1b 83 © M3 HSS4x4x4 .110 8.667 .003 0 © 67.786 92.826 10.765 10.765 3.961 H1-lb 84 © M4 HSS4x4x4 .162 8.667 .013 8,667 f 67.786 92.826 10.765 10.765 1.667 H1-1b 85 © M5 HSS4x4x4 .511 10.083.667 .015 0 © 67.786 92.826 10.765 10.765 2.601 H1-1b 86 © M6 HSS6x6x6 .676 8.667 .091 g 667 © 60.n181. 58 92.826 10.765 10.765 581 208.79 36.267 36.267 3.83 Hl-lb 87 © M7 HSS6x6x6 .491 8.667 .083 8.667 11181.581 208.79 36.267 36.267 2.198Hl-lb 88 111 M8 HSS10x5x6 .442 29.5 .198 28.885 89 © M9 HSS14x6x8 .412 15.568 .058 0 1148.697 266.359 42.924 69.78 2.135 H1-1b 99 © M10 HSS8x4x4 .710 18 .154 18 11117.817 473.772 92.735 168.942 1.153 H1-lb 91 © M11 HSS8x4x4 .566 0 .281 12 n 46.391 144.335 17.777 30.529 1.87 H1-1b 92 © M12 HSS8x4x4 .566 0 .051 18 11 86.883 144.335 17.777 30.529 3.148 Hl-lb 93 © M12 HSS8x4x4 .133 0 1146.391 144.335 17.777 30.529 1.86 H1-lb 94 © M14 HSS6x6x6 .308 8.667 .0371 0 n 886.883 144.335 17.777 30.529 2.448 H1-1b 95 © M15 HSS6x6x6 .400 8.667 .037 0 n181.581 208.79 36.267 36.267 2.207 H1-1b 11 181.581 208.79 36.267 2.144 Hl-lb 96 1111 M16 HSS10x5x6 .215 29.5 .095 29.5 fl 48.697 266.359 42.924 69 87 1.405 Hl-lb 97 © M17 HSS4x4x4 .924 1.416206 0 1�_: 99.982 100.898 11.702 11.702 1477 H1-1b 98 © M18 C12x20.7 -KUr>2.. 99 M 19 C 12x20.7 -KUr>2..!-_■ fic © ---___ o .W •e 12x20.7 KUr>2. 111 -�--- 1f 1 :Mft: j ISS4x3x4 .124 5.417 .071 2.031 jj •••M2?• 41-ISS4x3x4 .178 1.975 .106 © 64.873 80.156 7.162 8.746 1.383 Hl-lb 103 © M23 ISS x3x4 .308 0 .074 0 fl 64.873 80.156 7.162 8.746 1.359 Hl-lb 104 © M24 HSS4x3x4 .452 0 .051 0 n 64.873 80.156 7.162 8.746 2.934 H1-1b 1 5 In" 5 MSSs1�c�3x4 .312 0 .040 0 n 64.873 80.156 7.162 8.746 2.325 H1-1b 1 .6 3•• t�12:"YI,HSS••3X4 .139 0 .066 0 11 64.873 80.156 7.162 8.746 2.32 Hl-lb •• 17 3 • 2 3 IH 'S-. x4 .122 2.031 .036 0 11 64.873 80.156 7.162 8.746 2.069 Hl-lb 108 Iii 28 F•i S45c3x4 .351 0 .036 11 64.873 80.156 7.162 8.746 1.475 Hl-lb 0 11 64.873 80.156 7.162 8.746 2.856 Hl-lb .• RISA-3D Version• g 15.0.2 [0:1...1...1...1StructurallStructural Calculations\New Building Frame.r3d) Pa e 20 • • • • • • " • • „ • • • •• • •• • • • • ••• •• • •• • •• ••• " ."•• ••. • e Aug 11,2017 Designery Company : 11:28 AM Checked By: IIIRISA Job Number Model Name Member 14th 360-10 :ASD Steel Code Checks Continued - LC Member Shase UC Max Loc ft ShearUC C Loc Oft Dir('P79 004 80 156 M7.162 n A M8.746 1.725 H1.. Cb .1b 110 © M29 HSS4x3x4 .180 0 .024 0 11 79.004 80.156 7.162 8.746 1.634 H1-lb 1®© M30HSS4x3x4 .085 0 .081 0 0 79.004 80.156 7.162 8.746 1.685 H1-lb M311 HSS4x3x4 .302 0 _-_- ®© M32 HSS4x3x4 .149 0 .077 0 © 79.004 80.156 7.162 8.746 1.686 H1-1 b ®© M41 PIPE .5 -KUr>2..!-- 114MI M43© M423 PIPE .5 PIPE .5 .470 3.096 .014 6.192 � .436 5.044 .1 .1 1.136 H1- a1 1.136 H1-1a 116 © M44 PIPE .5 .451 3.096 .012 6.192 a .436 5.044 .1 Minn M45 PIPE .5 .071 3.096 .021 66 3.096 .013 6.192 0 U .436 5.044 .1 .1 1.136 H1 lb 118 © M46 PIPE .5 0 119 3 M47 PIPE .5 .079 3.096 .002 0 11 .436 5.044 .1 .1 1.136 Hl-lb.436 5.044 .1 .1 1.136 H1-1a 120 © M48 PIPE .5 .410 3.096 .017 6.192 ® 4 M1 HSS4x4x4 .377 8.667 ® 4 HSS4x4x4 .361 8.667 .037 8.667 0 67.786 92.826 10.765 10.765 3.706 H1 1b 7 Hl-lb ® 4 HSS4x4x4 . 8.667 .011 8 667 0 67.786 92.826 10.765 10.765 3.867 .002 8.667 e 67.786 92.826 10.765 10.765 73 Hl-lb 124 4 M4 HSS4x4x4 .12860.658 92.826 10.765 10.765 1.667 Hl-lb 125 4 M5 HSS4x4x4 .296 10.083 .009 0 2 Hl-lb 126 4 M6 HSS6x6x6 .449 8.667 .062 8.667 0181.581 208.79 36.267 36.267.667 .052 8.667 12181.581 208.79 36.267 36.267 219 ®MEI 4 M7HSS .314Hl-lb 128 4 M88 HSS10x x6 0x5x6 .284 29.5 .121 28.885 0 48.697 266.3597 . 92 935 168.942 1.1520Hl-lb 129 4 M9 HSS14x6x8 .235 15.568 .033 0 130 4 M11 HSS8x4x4 .3 2 18 .073 18 0 86.883 144.335 17.777 30.529 3.145 H1-lb 46.391 144.335 17.777 30.529 1.871 Hl-lb ® 4 M11 HSS8x4x4 . ® 4 M12 HSS8x4x4 .1139 018 .046 18 0.084 0 0 86.883 144.335 17.777 30.529 2.564 H1-lb 46.391 144.335 17.777 30.529 1.818 Hl-lb ® 4 M14 HSS8x4x4 8 Hl-lb 134 4 M14 HSS6x6x6 .200 8.667 .023 0 (l 181.581 208.79 36.267 36.267 2.115 Hl-lb 135 4 M16 HSS6x6x6 .2 136 4 M16 HSS1ox5x6 .134 29.5 .052 29.5 0 48.697 266.359 42.924 69.78 1.342 Hl-lb 137 4 M17 HSS4x4x4 .5202 1.416 �=: 9�10� 11.702 � 1=1Hl-lb = 138 4 M18 C12x20.7 ! -===_ 139 4 M19 C12x20.7 -KUr>2..�-_� 140 4 M20 C12x20.7 -KUr>2..!-_a 141 4 M21 HSS4x3x4 .074 1 975 .061.041 ..0 14 n 64.873 80.156 7.162 8.746 1.359 Hl-lb 0 64.873 80.156 7.162 8.746 1.346 Hl-lb 142 4 M22 HSS4x3x4 . .042 0 11279 0 .031 0 0 64.873 80.156 7.162 8.746 2.709 Hl-lb 143 4 M23 HSS4x3x4 .180 064.873 80.156 7.162 8.746 1 Hl-lb 144 4 M24 HSS4x3x4 .194 0 .022 0 0 64.873 80.156 7.162 8.746 2.2018 H1-1b 145 4 M25 HSS4x3x4 146 4 M26 HSS4x3x4 .070 0 .040 0 0 64.873 80.156 7.162 8.746 1.662 H1-lb _ 147 4 M27 HSS4x3x4 .06 2.00 0 31 .0200 0 0 64.873 80.156 7.162 8.746 2.645 H1 lb 14864.873 80.156 7.162 8.746 1.427 Hl-lb 4 M289 HSS4x3x4 .2 149 4 M29 HSS4x3x4 .108 0 .033 0 0 �g.004 80.156 7.162 8.746 1 634 H1-1b .004 80.156 7.162 8.746 1.731 Hl-lb 150 4 M30 HSS4x3x4 .055 0 .015 0 11 vs 79.004 80.156 7.162 8.746 1.687 Hl-lb 151 4 M31 HSS4x3x4 .206 0 .056 0 ® 4 M32 HSS4x3x4 .116 0 .053 =: 79.004 � 80.156 7.162 � 1.681 H= 153 4 M41 PIPE .5 -KUr>2.. 154 4 M42 PIPE .5 -KUr>2..!-_Illj H 1-1 a 155 4 M43 PIPE .5 .295 3.096 .009 0 .436 5.044 .1 .1.1 1.136:.113H•I-lea 156 4 M44 PIPE .5 .270 3.096 .008 6.192 a 436 5.044.436 5.044 Ela '.1 H,-1,a 157 4 M45 PIPE .5 .512 3.096 .014 0 a .436 5.044 ;.1 ._: . 1}6�Hrb 158 4 M46 PIPE .5 .046 3.096 .009 0 a .436 5.044 •••'1 .. '1 1.1 iH1-1 b 159 4 M47 PIPE .5 .052 3.096 .002 0 a .436 5.044 .1 .1 1.136 H1-1a 1601 4 M48 PIPE .5 .272 3.096 .012667 35 0 8.667 e 67.786 92.826 17 NI.it b. 161 © M1 HSS4x4x4 .569 $667 .057 8.667 ©2 0 0 67.786 92.826 i( 7v5• 10:76. 1"'167_ Ht•1b . 162 © M2 HSS4x4x4 .554.10267.786 • 163 © M3 HSS4x4x4 5 8.667 .0013 8.667 0 67.786 92.826 ':0.7• . 10.75 2'973 H1-lb b . 164 © M4 HSS4x4x4 .45 _ 165 © M5 HSS4x4x4 .457 10.083 .014 0 © 60.658 92.826 10.765 10.765 1.667 Hl-lb �• O:\...\...\...\Structural\Structural Calculations\New Building F•aS e.r3•d] Pa�•� 1 RISA-3D Version 15.0.2 [ • • �• • • • • OOO . 1 ICompany 'I, Designer Aug 11,2017 ISA Job Number 11:28 AM Model Name . Checked By: Member A/SC 14th 360-10 :ASD Steel Code Checks Continued LCember Sha•e UC Max Loc ft Shear UC Loc ft Dir Pnc/om k Pnt/om k Mn A/om...Mnzz/om... Cb Eon M 166 Q M6 HSS6x6x6 .619 8.667 .084 8.667 167 Q M7 HSS6x6x6 .447 8.667 .075 8.667 17 Hl-lb I181.581 208.79 36.267 36.267 2.IN181.581 208.79 36.267 36.267 819 H1-lb 168 Q M8 HSS1ox5x6 .403 29.5 .179 28.88512 169 © M9 HSS10xsxs .368 129.5 .052170 12 48.697 266.359 42.924 69.78 2.119 H1-1b 1709 Q M10 HSS8x4x4 .637 18 fl117.817 473.772 92.735 168.942 1.153 H1-lb ®Q M11 HSS8x4x4 .507 0 .254 18 n 46.391 144.335 17.777 30.529 1.87 H1-1b ®Q M12 HSS8x4x4 .137 18 .050 18 146.391 144.335 17.777 30.529 1.851 H1-lb n 86.883 144.335 17.777 30.529 3.147 Hl-lb ®© M13 HSS8x4x4 .124 0 .104 0 174 Q M14 HSS6x4x6 .281 8.667 .033 0 fl 86.883 144.335 17.777 30.529 2.471 H1-1b ®© M14 HSS6x6x6 .361 8.667 .033 X181.581 2.8.79 36.267 36.267 2.205 H1-1b 2 145 Hl-lb 176 Q M16 HSS10x5x6 .195 29.5 .084 29.5 IN 48.697 266.359 42.924 69.8r11181.581 208.79 36.2677 1.394 H1-lb ®© M17 HSS4x4x4 .823 1.416 .184 0 178 Q M18 C12x20.7 ®� d 99.982 100.898 11.702 11.702 1.482 H1-1b MI 179 © M19 C12x20.7 Kur>2..!-_■ 180 QM20 C12x20.7 KUr>2.. -_■ 181 Q M21 HSS4x3x4 .111 5.417 .064 2.031 9.004 182 © M22 HSS4x3x4 .157 1.975 .095 © 64.873 80.156 7.162 8.746 1.379 H1-1b 183 Q M23 HSS4x3x4 .276 0 0 fl 64.873 80.156 7.162 8.746 1.357 H1-lb 184 Q M24 HSS4x3x4 .409 0 .046.066 0 164.873 80.156 7.162 8.746 2.895 H1-lb 185 Q M24 HSS4x3x4 .4 0 .035 0 fl 64.873 80.156 7.162 8.746 2.303 H1-lb 186 Q M26 HSS4x3x4 .122 0 .060 64.873 80.156 7.162 8.746 2.302 H1-1b 187 Q M27 HSS4x3x4 .108 2.031 .033 0 n 64.873 80.156 7.162 8.746 2.005 H1-1b 1111 0 .032 0 64.873 80.156 7.162 8.746 1.467 H1-1b 188 © M28 HSS4x3x4 108 188 © M29 HSS4x3x4 .316. 0 .046 0 64.873 80.156 7.162 8.746 2.818 H1-lb 190 Q M30 HSS4x3x4 .074 0 021 0 0 79.004 80.156 7.162 8.746 1.726 H1-1b 191 Q M31 HSS4x3x4 .278 0 .075 0 III 79.004 80.156 7.162 8.746 1.634 Hl-lb 192 Q193 n M32 HSS4x3x4 .140 0 .071 0 n 79.004 80.156 7.162 8.746 1.685 H1-1b 194 Q M42 PIPE .5 -Kur>2..=_� 7- 8-0.156 7- 8.746 1 685 H 195 Q M43 PIPE .5 .427 3.096 .013 6.192R- 5.044 --�_ 196 Q M44 PIPE .5 .405 3.096 .011 6.192 .436 5.044 1 .1 1.136 H1-1a 197 Q M45 PIPE .5 .70PIPE .5 6 3. 096 .012 0 3.096 .019 .1 1.136 Hl-la b III a .436 5.044 .1 .1 1.136 Hl-la 199 Q M47 PIPE .5 072 3.096 .002 6.192 11 .436 5.044 .1 .1 1.136 Hl-lb 200 Q M48 PIPE .5 ® 3.096 .016 6.192 1111 .436 5.044 .1 201 6 M1 HSS4x4x4 .416 8.667 .029 8.667 202 6 M2 HSS4x4x4 .302 8.667 .031 8.667 12 67.786 92.826 10.765 1®1.6776 H1-1b 203 6 M3 HSS4x4x4 .076 8.667 .002 g 667 © 67.786 92.826 10.765 10.765 3.422 H1-1b 204 6 M4 HSS4x4x4 .128 .011 g 667 © 67.786 92.826 10.765 10.765 1.667 H1-1b 205 6 M5 HSS4x4x4 .302 10.083 8.667 .01109 0 © 67.786 92.826 10.765 10.765 3.814 H1-1b 206 6 M6 HSS6x6x6 .462 8.667 .074 8.667 © 60.658 92.826 10.765 10.765 1.667 H1-1b 207 6 M7 HSS6x6x6 .322 8.667 0181.581 208.79 36.267 36.267 3.823 Hl-lb 208 6 M87 HSS6X6x6 .28532 266 .0522 8.6678.885 0181.581 208.79 36.267 36.267 2.191 H1-1b 209 6 M9 HSS1O 5x6 .235 129.58 .0341 0 In 48.697 266.359 42.924 69.78 2.047 H1-lb 210 6 M HSS8x4x4 .337 18 0117.817 473.772 92.735 168.942 1.152 H1-lb ® 6 M11 HSS8x4x4 .298 12 .084 18 0 46.391 144.335 17.777 30.529 1.886 H1-lb .197 12 Il 86.883 144.335 17.777 30.529 2.973 Hl-lb ® 6 M12 HSS8x4x4 .113 18 .046 18 III 46.391 144.335 17.777 30.529 1.819 H1 lb 213 RI M13 HSS8x4x4 .100 .213 " 13 HSS8 4x4 .200 8.0 .024 0fl 86.883 144.335 17.777 30.529 2.557 H1-lb 1 •• 1�•; f;ISS€�6x6 .2460 8.667 0 0181.581 208.79 36.267 36.267 2.198 Hl-lb 0181.581 208.79 36.267 2.15 Hl-lb 1 6 • M116.• ±1SS1 x5x6 .134 29.5 .052 29.5 0 48.697 266.359 42.924 69.87 1.342 H1-lb ® 6 M17 r-11-Vz4x4 .522 1.416 .118 0 218 6 M18 C 12x20.7 Kur>2. d 99982 100.898 11.702 1 1.459H NI 111 2 0 ±C 32x0.7 KUr>2..!-_■_---__ :.. 2'411 6 •• Mx,2�_• 2-1S40x4 .066 0 .014 0 222 6 Mz2 H'SS43x4 .040 1.975 .056 © 64.873 80.156 7.162 8.746 1.272 Hl-lb 0 fl 64.873 80.156 7.162 8.746 1.352 H1-1b ,,. RISA-3D Version 15.0.2 [0:1...\...\...\Structural\Structural Calculations\New Building Frame.r3d] Page 22• •• : : • • - • • • • •• • • • • • • ••• • • • •• •• Company Aug 11,2017 11:28 AM Designer Checked By: ,'RISA Job Number : Model Name Member MSC 14th 360-10 :ASD Steel Code Checks Continued LC Member Sha.e UC Max Loc ft Shear.040 C Loc (�P64 873 80 156 Mn A 7 162 M8 746 2 019 H1,1 b 223 6 M23 HSS4x3x4 .170 0 64.873 80.156 7.162 8.746 1 224 6 M24 HSS4x3x4 .325 00 .0410 2.0031 J 64.873 80.156 7.162 8.746 2.271 Hl-lb ® 6 M25 HSS4x3x4 .040 0 0 64.873 80.156 7.162 8.746 1.519 H1-lb 226 6 M26 HSS4x3x4 .066 HSS4x3x4 .059 0 2.0310 64.873 80.156 7.162 8.746 1.419 H1-1b ® 6 M271 0 .0231 0 0 64.873 80.156 7.162 8.746 2.639 H1-lb 228 6 M28 HSS4x3x4 .1 .033 0 LJ 79.004 80.156 7.162 8.746 1.731 H1-lb - 229 6 M29 HSS4x3x4 .108 57 0 .015 0 0 79.004 80.156 7.162 8.746 1.634 H1-lb 230 6 M30 HSS4x3x4 .057 0 - 1135I 6 M31 HSS4x3x4 .2041 0 .053 0 © 79.004 80.156 7.162 8.746 1.681 Hl-lb.056 0 0 79.004 80.156 7.162 8.746 1.687 ® 6 M32 HSS4x3x4 -_■---- 233 6 M41 PIPE .5 -KUr>2..�- ■ KUr>2.. .1 1.136H1-1b 234 6 M423 PIPE .5 MI .436 5.044 .1 .1 1.136 Hl-la ® 6 M43 PIPE .5 .075 3.096 .011 0 236 6 M44 PIPE .5 .251 3.096 .009 6.192 a .436 5.044 .1 ® 6 M45 PIPE .5 .475 3.096 .016 6.192 II .436 5.044 .1.1 .1 1.136 Hl-lb 238 6 M46 PIPE .5 .057 3.096 .010 6.192 In .436 5.436 044 .1 .1 1.136 H1-1a 239 6 M47 PIPE .5 .050 3.096 .002 0 .1 1.136 Hl-la 240 240 6 M48 PIPE .5 .272 3.096 .012 6.192 IS .436 5.044 .1 7 Hl-lb 241 0 M1 HSS4x4x4 .428 8.667 .026 8.667 n 67.786 92.826 10.765 10.765 1 8 667 .036 8.667 © 67.786 92.826 10.765 10.765 4.972 242 © M2 HSS4x4x4 .35467.786 2 H1-1 b 2 8.667 e 7 Hl-lb 244 U M4 HSS4x4x4 .0801 8 667 .0011 8.667 © 67.786 92.826 10.765 10.765 4.926 Hl-lb 244 0 M4 HSS4x4x4 245 0 M5 HSS4x4x4 .292 10.083 .009 0 e60.658 92.826 10.765 10.765 1.667 H1-lb n181.581 208.79 36.267 36.267 246 0 M6 HSS6x6x6 .414 .0401 8.667 ('181.581 208.79 36.267 36.267 2.192 H1-lb 247 0 M7 HSS6x6x6 .276 8.667 HSs1OXlox5x6 .241 0 .098 0 © 48.697 266.359 42.924 69.78 2.185 H1- 248 © Mg 249 0 M9 HSS14x6x8 .236 15.568 .034 0 (117.817 473.772 92.735 168.942 1.156 H1-lb 1 0 46.391 144.335 17.777 30.529 250 0 M10 HSS8x4x4 .428 12 .092 10875 86.883 144.335 17.777 30.529 13 29 H1-1b 251 © M11 HSS8x4x4 .3 46.391 144.335 17.777 30.529 1 796 Hl-lb 252 M12 HSS8x4x4 .113 18 .046 18 0 86.883 144.335 17.777 30.529 2.686 H1-1b 00 0 .090 2.198 H1-1b 253 0 M14 HSS8x4x4 .099181.581 208.79 36.267 36.267 254 � M14 HSS6x6x6 .200 8.667 .184 0 �1 255 0 M15 HSS6x6x6 .246 8.667 .184 0 81.581 208.79 36.267 36.267 2.15 H1-1b 256 © M16 HSS10x5x6 .308 15.979 .052 29.5 0 48.697 266.359 42.924 69.78 1.342 H1-lb 257 0 M17 HSS4x4x4 K640 2 1��=: 99.982 �100.898 11.702 1= 11.702 1�H 258 © M18 C12x20.7 259 0 M19 C12x20.7 _ MI_ Hl-lb 1. 260 ® M20 C12x20.7 _KUr>2.. 261 0 M21 HSS4x3x4 .066 5.417 .033 0 © 6 64.873 80.156 7.162 8.746 4.873 80.156 7.162 8.746 1.364 H1-1b 262 0 M22 HSS4x3x4 .085 1.975 .066 0 263 1/11 M23 HSS4x3x4 .2175 0 .047 0 1111 64.873 80.156 7.162 8.746 2.591 Hl-lb .036 0 0 64.873 80.156 7.162 8.746 2.249 H1-1b 264 0 M24M25 HSS4x3x4 .27 26511 Hl-lb 0 HSS4x3x4 .226 0 .031 0 0 64.873 80.156 7.162 8.746.025 0 PI 64.873 80.156 7.162 8.746 2.193 266 0 M26 HSS4x3x4 .015 0 El64.8H1-lb 26779 Hl-lb 0 M27 HSS4x3x4 .135 0 .016 0 0 64.873 80.156 7.162 8.746 2.175 H1 lb 268 0 M28 HSS4x3x4 .153 .023 0 0 79.004 80.156 7.162 8.746 1.749 H1-lb 269 0 M293HSS4x3x4 .094 0 .017 0 © 79.004 80.156 7.162.. 8.746+ 4.641 H•I"Zb 2701 0 M30 HSS4x3x4 .0621 0 .055 0 0 79.004 80.156 ".162, 3. 46. 6 H•I-'b 271 0 M31 HSS4x3x4 .214 0 .058 0 © 79.004 80.156 1.162: -.746: .•.11.HA-'lib 272 © M32 HSS4x3x4 .126 0 ,.• •• 273 0 M41 PIPE .5 -KUr>2..�-_1111._..-=--__ 274 0 M42 PIPE .5 -KUr>2... .436 5.044 1 _ 136 ti9�+1 a• 275 0 M43 PIPE .5 .347 3.096 .011 6.192 M •-• .t • 1. 36 H3-1a. M44 PIPE .5 .401 3.096 .011 6.192 a .436 5.044 v .1.• • 136 1-11-la •• 276 0 • ••• 277 0 M45 PIPE .5 -Ku6>2.. 3.096 � 6 -a 5.044 ••• • 278 © M46 PIPE .5 _ 279 0 -KUr>2. -_■- • M47 PIPE .5 �! RISA-3D Version 15.0.2 [O:\...\...\...\Structural\Structural Calculations\New Building F.rame.r fid] :••• Pace 23 •.' •••. •••. •.• •• • • .•• ••. . Company I Designer Aug 11,2017 Jo11:28 AM ModelbNumber Name Checked By: Member AISC 14th(360-10):ASD Steel Code Checks (Continued) LC Member Shape UC Max Locfftl Shear UC Locfftl Dir Pnc/om fkl Pnt/om fkIMnw/om...Mnzz/om... Cb Eon 280. 7 M48 PIPE .5 .281 3.096 .013 6.192 .436 5.044 .1 .1 1.136 H1-la 281 8 M1 HSS4x4x4 .372 8.667 .023 8.667 z 67.786 92.826 10.765 10.765 1.667 H1-lb 282 8 M2 HSS4x4x4 .362 8.667 .037 8.667 z 67.786 92.826 10.765 10.765 3.637 H1-lb 283 8 M3 HSS4x4x4 .451 8.667 .044 8.667 v 67.786 92.826 10.765 10.765 1.954 H1-lb 284 8 M4 HSS4x4x4 .362 8.667 .024 8.667 y 67.786 92.826 10.765 10.765 1.738 H1-lb 285 8 M5 HSS4x4x4 .290 10.083 .009 0 z 60.658 92.826 10.765 10.765 1.667 H1-lb 286 8 M6 HSS6x6x6 .432 8.667 .059 8.667 y,181.581 208.79 36.267 36.267 3.695 Hl-lb 287 8 M7 HSS6x6x6 .342 8.667 .053 8.667 v 181.581 208.79 36.267 36.267 2.188 H1-lb 288 8 M8 HSS10x5x6 .331 29.5 .141 28.885 y 48.697 266.359 42.924 69.78 2.072 H1-lb 289 8 M9 HSS14x6x8 .230 15.25 .032 0 v 117.817 473.772 92.735 168.942 1.149 H1-lb 290 8 M10 HSS8x4x4 .418 18 .092 18 y 46.391 144.335 17.777 30.529 1.872 H1-lb 291 8 M11 HSS8x4x4 .333 0 .172 12 y 86.883 144.335 17.777 30.529 3.133 H1-lb 292 8 M12 HSS8x4x4 .236 7.125 .072 18 z 46.391 144.335 17.777 30.529 1.827 H1-lb 293 8 M13 HSS8x4x4 .217 0 .135 12 z 86.883 144.335 17.777 30.529 2.339 Hl-lb 294 8 M14 HSS6x6x6 .200 8.667 .023 0 ,y_181.581 208.79 36.267 36.267 2.198 H1-lb 295 8 M15 HSS6x6x6 .246 8.667 .023 0 y 181.581 208.79 36.267 36.267 2.15 H1-lb 296 8 M16 HSS10x5x6 .134 29.5 .052 29.5 y 48.697 266.359. 42.924 69.78 1.342 H1-lb 297 8 M17 HSS4x4x4 .622 0 .101 0 v 99.982 100.898 11.702 11.702 1.559 H1-lb 298 8 M18 C12x20.7 -KUr>2.., 299 8 M19 C12x20.7 .524 22.709 .034 5.677 y 3.052 131.066 4.949 10.8 1.371 H1-lb 300 8 M20 C12x20.7 -KUr>2... 301 8 M21 HSS4x3x4 .074 5.417 .042 2.031 z 64.873 80.156 7.162 8.746 1.359 Hl-lb 302 8 M22 HSS4x3x4 .095 1.975 .061 0 y 64.873 80.156 7.162 8.746 1.345 H1-lb 303 8 M23 HSS4x3x4 .178 0 .043 0 v 64.873 80.156 7.162 8.746 2.728 H1-lb 304 8 M24 HSS4x3x4 .275 0 .030 0 y 64.873 80.156 7.162 8.746 2.214 H1-lb 305 8 M25 HSS4x3x4 .218 0 .021 0 v 64.873 80.156 7.162 8.746 2.224 H1-lb 306 8 M26 HSS4x3x4 .097 0 .040 0 y 64.873 80.156 7.162 8.746 1.909 H1-1b 307 8 M27 HSS4x3x4 .074 0 .023 0 y 64.873 80.156 7.162 8.746 1.473 H1-1b _ 308 8 M28 HSS4x3x4 .201 0 .018 0 y 64.873 80.156 7.162 8.746 2.656 H1-lb 309 8 M29 HSS4x3x4 .077 0 .029 0 v 79.004 80.156 7.162 8.746 1.748 H1-lb 310 8 M30 HSS4x3x4 .236 0 .091 0 z 79.004 80.156 7.162 8.746 1.635 H1-lb 311 8 M31 HSS4x3x4 .342 0 .131 0 z 79.004 80.156 7.162 8.746 1.708 H1-lb 312 8 M32 HSS4x3x4, .136 0 .076 0 z 79.004 80.156 7.162 8.746 1.678 Hl-lb 313 8 M41 PIPE .5 -KUr>2... 314_ 8 M42 PIPE .5 -KUr>2... 315 8 M43 PIPE .5 .294 3.096 .009 6.192 .436 5.044 .1 .1 1.136 Hl-la 316 8 M44 PIPE .5 .283 3.096 .008 6.192 .436 5.044 .1 .1 1.136 H1-la 317 8 M45 PIPE .5 .502 3.096 .014 0 .436 5.044 .1 .1 1.136 H1-1a 318 8 M46 PIPE .5 .045 3.096 .009 6.192 .436 5.044 .1 .1 1.136 H1-lb 319 8 M47 PIPE .5 .045 3.096 .003 6.192 .436 5.044 .1 .1 1.136 H1-lb 320 8 M48 PIPE .5 .314 3.096 .010 0 .436 5.044 .1 .1 1.136 H1-la 321 9 M1 HSS4x4x4 .377 8.667 .024 8.667 z 67.786 92.826 10.765 10.765 1.667 H1-lb 322 9 M2 HSS4x4x4 .361 8.667 .037 8.667 z 67.786 92.826 10.765 10.765 3.706 H1-113 323 9 M3 HSS4x4x4 .077 8.667 .002 8.667 z 67.786 92.826 10.765 10.765 1.667 Hl-lb 324 9 M4 HSS4x4x4 .128 8.667 .011 8.667 z 67.786 92.826 10.765 10.765 3.873 H1-lb 325 9 M5 HSS4x4x4 .296 10.083 .009 0 z 60.658 92.826 10.765 10.765 1.667 H1-lb 326 9 M6 HSS6x6x6 .449 8.667 .062 8.667 y 181.581 208.79 36.267 36.267 3.762 H1-lb •3A7 327 9 M7 HSS6x6x6 .314 8.667 .052 8.667 y 181.581 208.79 36.267 36.267 2.19 H1-lb 9: : ;M$` * SS1.')x5x6 .284 29.5 .121 28.885 y 48.697 266.359 42.924 69.78 2.05 H1-lb •3�9 V, :':Mt3•• :HSS1:4x6x8 .235 15.568 .033 0 510 a '•S\II* I-{SS�x4x4 .418 18 .092 18 y 117.817 473.772 92.735 168.942 1.152 H1-1b 331 9 M111-'�`_S X4x4 .332 0 .173 12 y 86 .883 144.335 17.777 30.529 3.1 46.391 144.335 17.777 30.529845 H1-lb 332 9 M12 HSS8x4x4 .113 18 .046 18 y 46.391 144.335 17.777 30.529 1.818 H1-lb 3$3 9••• M•13 IFSS;3ac4x4 .099 0 .084 0 y 86.883 144.335 17.777 30.529 2.564 Hl-lb •. 334 9_�� 111h jH$S6X6x6 .238 0 .022 0 y 181.581 208.79 36.267 36.267 2.039 Hl-lb •.. 3,35 96- •1/115 :H;3S6; x6 .508 8.667 .068 0 v 181.581 208.79 36.267 36.267 2.253 Hl-lb 336 9 IVr16 !1SS1Mx5x6 .295 29.5 .058 29.5 y 48.697 266.359 42.924 69.78 2.19 H1-lb •.. RISA-3D Version 15.0.2 [O:\...\...\...\Structural\Structural Calculations\New Building Frame.r3d] Page 24 • • • • • - • • • • • • • • •• I • . •. •• ••• '•- Aug 11,2017 Company 11:28 AM I t I RISA Designer . Checked By: N ModelJob Name Member RISC 14th(360-10):ASD Steel Code Checks (Continued) LC Member Shape UC Max Loc[ft] Shear UC Loc[ft] Dir Pnc/om[k Pnt/om[k]Mnvy/om...Mnzz/om... Cb Eon 337 9 M17 HSS4x4x4 .520 1.416 .118 0 z 99.982 100.898 11.702 11.702 1.504 H1-lb 338 9 M18 C12x20.7 -KUr>2.,. 339 9 M19 C12x20.7 -KUr>2... 340 9 M20 C12x20.7 -KUr>2... 341 9 M21 HSS4x3x4 .074 5.417 .041 2.031 z 64.873 80.156 7.162 8.746 1.359 H1-lb 342 9 M22 HSS4x3x4 .095 1.975 .061 0 y 64.873 80.156 7.162 8.746 1,346 H1-lb 343 9 M23 HSS4x3x4 .180 0 .042 0 v 64.873 80.156 7.162 8.746 2.709 H1-lb 344 9 M24 HSS4x3x4 .279 0 .031 0 y 64.873 80.156 7.162 8.746 2.201 H1-lb 345 9 M25 HSS4x3x4 .194 0 .022 0 v 64.873 80.156 7.162 8.746 2.218 H1-lb 346 9 M26 HSS4x3x4 .070 0 .040 0 y 64.873 80.156 7.162 8.746 1.662 H1-lb 347 9 M27 HSS4x3x4 .066 2.031 .023 0 y 64.873 80.156 7.162 8.746 1.427 H1-lb 348 9 M28 HSS4x3x4 .212 0 .020 0 y 64.873 80.156 7.162 8.746 2.645 H1-lb 349 9 M29 HSS4x3x4 .108 0 .033 0 v 79.004 80.156 7.162 8.746 1.731 H1-lb 350 9 M30 HSS4x3x4 .055 0 .015 0 y 79.004 80.156 7.162 8.746 1.634 H1-lb 351 9 M31 HSS4x3x4 .206 0 .056 0 v 79.004 80.156 7.162 8.746 1.687 H1-lb 352 9 M32 HSS4x3x4 .116 0 .053 0 z 79.004 80.156 7.162 8.746 1.681 H1-lb 353 9 M41 PIPE .5 -KUr>2... 354 9 M42 PIPE .5 -KUr>2.. 355 9 M43 PIPE .5 .295 3.096 .009 0 .436 5.044 .1 .1 1.136 H1-la 356 9 M44 PIPE .5 .270 3.096 .008 6.192 .436 5.044 .1 .1 1.136 Hl-la 357 9 M45 PIPE .5 .512 3.096 .014 0 .436 5.044 .1 .1 1.136 H1-la 358 9 M46 PIPE .5 .046 3.096 .009 0 .436 5.044 .1 .1 1.136 H1-lb 359 9 M47 PIPE .5 .052 3.096 .002 0 .436 5.044 .1 .1 1.136 H1-lb 360 9 M48 PIPE .5 .272 3.096 .012 0 .436 5.044 .1 .1 1.136 H1-la 361 10 M1 HSS4x4x4 .597 8.667 .033 8.667 z 67.786 92.826 10.765 10.765 1.667 Hl-lb 362 10 M2 HSS4x4x4 .509 8.667 .052 8.667 z 67.786 92.826 10.765 10.765 4.499 H1-lb 363 10 M3 HSS4x4x4 .101 8.667 .002 0 v 67.786 92.826 10.765 10.765 1.667 H1-lb 364 10 M4 HSS4x4x4 .154 8.667 .013 8.667 z 67.786 92.826 10.765 10.765 2.999 H1-lb 365 10 M5 HSS4x4x4 .461 10.083 .014 0 z 60.658 92.826 10.765 10.765 1.667 H1-lb 366 10 M6 HSS6x6x6 .628 8.667 .093 8.667 y 181.581 208.79 36.267 36.267 3.851 Hl-lb 367 10 M7 HSS6x6x6 .453 8.667 .075 8.667 v 181.581 208.79 36.267 36.267 2.191 H1-lb 368 10 M8 HSS10x5x6 .404 29.5 .179 28.885 y 48.697 266.359 42.924 69.78 2.117 Hl-lb 369 10 M9 HSS14x6x8 .368 15.568 .052 0 v 117.817 473.772 92.735 168.942 1.153 H1-lb 370 10 M10 HSS8x4x4 .567 18 .133 18 y 46.391 144.335 17.777 30.529 1.877 H1-lb 371 10 M11 HSS8x4x4 .448 0 .267 12 z 86.883 144.335 17.777 30.529 3.067 H1-1b 372 10 M12 HSS8x4x4 .138 18 .050 18 y 46.391 144.335 17.777 30.529 1.852 H1-lb 373 10 M13 HSS8x4x4 .124 0 .104 0 v 86.883 144.335 17.777 30.529 2.467 H1-lb 374 10 M14 HSS6x6x6 .281 8.667 .033 0 y 181.581 208.79 36.267 36.267 2.205 H1-lb 375 10 M15 HSS6x6x6 .361 8.667 .033 0 v 181.581 208.79 36.267 36.267 2.145 H1-lb 376 10 M16 HSS10x5x6 .195 29.5 .084 29.5 y 48.697 266.359 42.924 69.78 1.394 H1-lb 377 10 M17 HSS4x4x4 .824 1.416 .184 0 z 99.982 100.898 11.702 11.702 1.456 H1-lb 378 10 M18 C12x20.7 -KUr>2... 379 10 M19 C12x20.7 -KUr>2... 380 10 M20 C12x20.7 -KUr>2... 381 10 M21 HSS4x3x4 .064 2.031 .040 0 v 64.873 80.156 7.162 8.746 1.35 H1-lb 382 10 M22 HSS4x3x4 .116 1.975 .091 0 y 64.873 80.156 7.162 8.746 1.364 H1-lb 383 10 M23 HSS4x3x4 .262 0 .065 0 v 64.873 80.156 7.162 8.746 2.48 H1-lb 384 10 M24 HSS4x3x4 .443 0 .049 0 y 64.873 80.156 7,16?,... 8.:46. 2.142 ;`i 1 385 10 M25 HSS4x3x4 .288 0 .037 0 v 64.873 80.156 7;162; £t146:23.3 ft-1_ 386 10 M26 HSS4x3x4 .114 0 .060 0 v 64.873 80.156 7.162; 8:745_* :9t ±E 387 10 MM27 HSS4x3x4 .108 2.031 .033 0 v 64.873 80.156 :+1.52,•• 8. 46 i.462 H1.-1 b 388 10 M28 HSS4x3x4 .319 0 .033 0 _y 64.873 80.156 7.162 8.746 2.815 H1-lb 389 10 M29 HSS4x3x4 .162 0 .046 0 v 79.004 80.156 7.162 8.74.6 1,726 H•1..b • 390 10 M30 HSS4x3x4 .074 0 .021 0 y 79.004 80.156 •;.•162'1 8.746; 1., q34 H1 1 b 391 10 M31 HSS4x3x4 .277 0 .075 0 v 79.004 80.156 x_;.162 . 8.74 •6;_1.6V5•HJ:lb •1 392 10 M32 HSS4x3x4 .140 0 .071 0 z 79.004 80.156 ' I6 .• 8.74`3 1.685 H1'1 b 393 10 M41 PIPE .5 -KUr>2... RISA-3D Version 15.0.2 [O:\...\...\...\Structural\Structural Calculations\New Building•Fr.arQe.r3d] :• .• Pag •25 . • • •• •• •• • • • • • •• ••• ••• ••• • + • •• R•• • . •• •• 4 Company I �IRIS 7 Designer Aug B11, : Job Number Model Name Checked By: Member A/SC 14th(360-10):ASD Steel Code Checks (Continued) LC Member Shape UC Max Locfftl Shear UC Locfftl Dir Pnc/om fk Pnt/om fk Mnw/om...Mnzz/om... Cb Eqn 394 10 M42 PIPE .5 -KUr>2.. 395 10 M43 PIPE .5 .290 3.096 .014 6.192 .436 5.044 .1 .1 1.136 H1-la 396 10 M44 PIPE .5 .392 3.096 .012 6.192 .436 5.044 .1 .1 1.136 H1-la 397 10 M45 PIPE .5 .678 3.096 .021 6.192 .436 5.044 .1 .1 1.136 H1-la 398 10 M46 PIPE .5 .070 3.096 .013 0 .436 5.044 .1 .1 1.136 H1-lb 399 10 M47 PIPE .5 .070 3.096 .002 6.192 .436 5.044 .1 .1 1.136 H1-lb 400 10 M48 PIPE .5 .376 3.096 .016 0 .436 5.044 .1 .1 1.136 H1-la 401 11 M1 HSS4x4x4 .607 8.667 .037 8.667 z 67.786 92.826 10.765 10.765 1.667 H1-lb 402 11 M2 HSS4x4x4 .548 8.667 .056 8.667 z 67.786 92.826 10.765 10.765 4.559 Hl-lb 403 11 M3 HSS4x4x4 .105 8.667 .003 0 v 67.786 92.826 10.765 10.765 1.667 H1-lb 404 11 M4 HSS4x4x4 .157 8.667 .013 8.667 z 67.786 92.826 10.765 10.765 2.765 H1-lb 405 11 M5 HSS4x4x4 .454 10.083 .014 0 z 60.658 92.826 10.765 10.765 1.667 H1-lb 406 11 M6 HSS6x6x6 .593 8.667 .065 8.667 y 181.581 208.79 36.267 36.267 3.909 H1-lb 407 11 M7 HSS6x6x6 .418 8.667 .067 8.667 v 181.581 208.79 36.267 36.267 2.191 H1-lb 408 11 M8 HSS10x5x6 .368 29.5 .155 28.885 y 48.697 266.359 42.924 69.78 2.194 H1-lb 409 11 M9 HSS14x6x8 .369 15.568 .052 0 v 117.817 473.772 92.735 168.942 1.154 H1-lb 410 11 M10 HSS8x4x4 .644 18 .139 18 y 46.391 144.335 17.777 30.529 1.874 Hl-lb 411 11 M11 HSS8x4x4 .510 0 .257 10.75 z 86.883 144.335 17.777 30.529 3.174 H1-lb 412 11 M12 HSS8x4x4 .137 18 .050 18 y 46.391 144.335 17.777 30.529 1.838 H1-lb 413 11 M13 HSS8x4x4 .124 0 .108 0 y 86.883 144.335 17.777 30.529 2.537 H1-1b 414 11 M14 HSS6x6x6 .281 8.667 .154 0 y 181.581 208.79 36.267 36.267 2.205 H1-lb 415 11 M15 HSS6x6x6 .361 8.667 .154 0 y 181.581 208.79 36.267 36.267 2.145 H1-lb 416 11 M16 HSS10x5x6 .309 17.208 .084 29.5 y 48.697 266.359 42.924 69.78 1.394 Hl-lb 417 11 M17 HSS4x4x4 .913 1.416 .199 0 z 99.982 100.898 11.702 11.702 1.424 H1-1b 418 11 M18 C12x20.7 -KUr>2.. 419 11 M19 C12x20.7 -KUr>2.. 420 11 M20 C12x20.7 -KUr>2.. 421 11 M21 HSS4x3x4 .105 5.417 .057 0 z 64.873 80.156 7.162 8.746 1.378 Hl-lb 422 11 M22 HSS4x3x4 .150 1.975 .098 0 y 64.873 80.156 7.162 8.746 1.366 H 1-lb - 423 11 M23 HSS4x3x4 .296 0 .070 0 y 64.873 80.156 7.162 8.746 2.817 H1-1b 424 11 M24 HSS4x3x4 .405 0 .050 0 y 64.873 80.156 7.162 8.746 2.332 H1-lb 425 11 M25 HSS4x3x4 .297 0 .042 0 y 64.873 80.156 7.162 8.746 2.132 H1-lb 426 11 M26 HSS4x3x4 .133 0 .049 0 y 64.873 80.156 7.162 8.746 3.438 Hl-lb 427 11 M27 HSS4x3x4 .150 0 .022 0 y 64.873 80.156 7.162 8.746 2.297 H1-lb 428 11 M28 HSS4x3x4 .272 0 .020 0 y 64.873 80.156 7.162 8.746 2.586 H1-1b 429 11 M29 HSS4x3x4 .152 0 .038 0 v 79.004 80.156 7.162 8.746 1.733 H1-lb 430 11 M30 HSS4x3x4 .088 0 .022 0 z 79.004 80.156 7.162 8.746 1.638 Hl-lb 431 11 M31 HSS4x3x4 .284 0 .074 0 y 79.004 80.156 7.162 8.746 1.685 H1-lb 432 11 M32 HSS4x3x4 .148 0 .074 0 z 79.004 80.156 7.162 8.746 1.685 H1-lb 433 11 M41 PIPE .5 -KUr>2.. 434 11, M42 PIPE .5 -KUr>2.. 435 11 M43 PIPE .5 .465 3.096 .014 6.192 .436 5.044 .1 .1 1.136 Hi-la 436 11 M44 PIPE .5 .504 3.096 .014 6.192 .436 5.044 .1 .1 1.136 H1-la 437 11 M45 PIPE .5 .669 3.096 .019 6.192 .436 5.044 .1 .1 1.136 H1-la 438 11 M46 PIPE .5 -KUr>2.. 439 11 M47 PIPE .5 -KUr>2.. 440 11, M48 PIPE .5 .382 3.096 .016 6.192 .436 5.044 .1 .1 1.136 H1-la 1441!ki 12 . M1. HSS4x4x4 .565 8.667 .035 8.667 z 67.786 92.826 10.765 10.765 1.667 H1-lb 442%1:L• 112 '. SS:Ix4x4 .554 8.667 .057 8.667 © 67.786 92.826 10.765 10.765 3.881 Hl-lb •443 1V; • M3• HSSfx4x4 .354 8.667 .032 8.667 Irj 67.786 92.826 10.765 10.765 1.82 H1-lb 4 1.2 •M•4 . F�S5, x4x4 .328 8.667 .019 8.667 67.786 92.826 10.765 10.765 1.734 Hl-lb x#4 445 12 M5 HSS4x4x4 .453 10.083 .014 0 60.658 92.826 10.765 10.765 1.667 H1-1b . AW 12 M6 HSS6x6x6 .606 8.667 .082 8.667 181.581 208.79 36.267 36.267 3.78 H1-lb .: ''g47 IGLU .PSS:Cx6x6 .468 8.667 .076 8.667 • X48+1.+� • .N�3 • • HSS^.�x5x6 112181.581 208.79 36.267 36.267 2.19 H1-lb •. ��._ .400 29.5 .193 28.885E1 48.697 266.359 42.924 69.78 2.132 H1-lb 4491111 • •4P9 • 14SS 3:(6x8 .364 15.568 .051 0 12117.817 473.772 92.735 168.942 1.151 H1-lb 450 12 M10 HSSAx4x4 .637 18 .139 18 y 46.391 144.335 17.777 30.529 1.87 H1-lb RISA-3D.V4rsion•15.0.2• •[O:\...\...\...\Structural\Structural Calculations\New Building Frame.r3d] Page 26 • . , • .. • • . . .. Aug 11,2017 Company 11:28 AM I IRISA Designer : Checked By: N ModelJobumbere Nam Member AISC 14th(360-10):ASD Steel Code Checks (Continued) LC Member Shape UC Max Locfftl Shear UC Locfftl Dir Pnc/om fkl Pntlom Ikl Mnw/om...Mnzz/om... Cb Eqn_ 451 12 M11 HSS8x4x4 .508 0 .253 12 v 86.883 144.335 17.777 30.529 3.142 H1-lb 452 12 M12 HSS8x4x4 .214 7.313 .060 18 z 46.391 144.335 17.777 30.529 1.86 H1-lb 453 12 M13 HSS8x4x4 .203 0 .138 12 z 86.883 144.335 17.777 30.529 2.339 H1-lb 454 12 M14 HSS6x6x6 .281 8.667 .033 0 y 181.581 208.79 36.267 36.267 2.205 H1-lb 455 12 M15 HSS6x6x6 .361 8.667 .033 0 v 181.581 208.79 36.267 36.267 2.145 H1-lb 456 12 M16 HSS10x5x6 .195 29.5 .084 29.5 y 48.697 266.359 42.924 69.78 1.394 H1-lb 457 12 M17 HSS4x4x4 .790 0 .139 0 v 99.982 100.898 11.702 11.702 1.518 H1-lb 458 12 M18 C12x20.7 -KUr>2... 459 12 M19 C12x20.7 -KUr>2... 460 12 M20 C12x20.7 -KL/r>2... 461 12 M21 HSS4x3x4 .111 5.417 .064 2.031 z 64.873 80.156 7.162 8.746 1.379 H1-lb 462 12 M22 HSS4x3x4 .157 1.975 .094 0 y 64.873 80.156 7.162 8.746 1.357 H1-lb 463 12 M23 HSS4x3x4 .274 0 .067 0 v 64.873 80.156 7.162 8.746 2.907 H1-lb 464 12 M24 HSS4x3x4 .405 0 .045 0 y 64.873 80.156 7.162 8.746 2.311 H1-lb 465 12 M25 HSS4x3x4 .300 0 .035 0 v 64.873 80.156 7.162 8.746 2.306 H1-1b 466 12 M26 HSS4x3x4 .142 0 .060 0 y 64.873 80.156 7.162 8.746 2.122 H1-lb 467 12 M27 HSS4x3x4 .108 0 .033 0 v 64.873 80.156 7.162 8.746 1.491 H1-lb 468 12 M28 HSS4x3x4 .308 0 .030 0 y 64.873 80.156 7.162 8.746 2.825 H1-lb 469 12 M29 HSS4x3x4 .107 0 .032 0 v 79.004 80.156 7.162 8.746 1.732 H1-lb 470 12 M30 HSS4x3x4 .209 0 .063 0 z 79.004 80.156 7.162 8.746 1.635 H1-lb 471 12 M31 HSS4x3x4 .322 0 .094 0 z 79.004 80.156 7.162 8.746 1.694 Hl-lb 472 12 M32 HSS4x3x4 .156 0 .089 0 z 79.004 80.156 7.162 8.746 1.681 H1-lb 473 12 M41 PIPE .5 -KUr>2... 474 12 M42 PIPE .5 -KUr>2... 475 12 M43 PIPE .5 .425 3.096 .013 6.192 .436 5.044 .1 .1 1.136 H1-la 476 12 M44 PIPE .5 .416 3.096 .011 6.192 .436 5.044 .1 .1 1.136 H1-la 477 12 M45 PIPE .5 .699 3.096 .019 6.192 .436 5.044 .1 .1 1.136 H1-la 478 12 M46 PIPE .5 .061 3.096 .012 6.192 .436 5.044 .1 .1 1.136 H1-lb 479 12 M47 PIPE .5 .067 3.096 .003 0 .436 5.044 .1 .1 1.136 H1-lb 480 12 M48 PIPE .5 .407 3.096 .014 6.192 .436 5.044 .1 .1 1.136 H1-la 481 13 M1 HSS4x4x4 .569 8.667 .035 8.667 z 67.786 92.826 10.765 10.765 1.667 H1-lb 482 13 M2 HSS4x4x4 .554 8.667 .057 8.667 z 67.786 92.826 10.765 10.765 3.916 H1-lb 483 13 M3 HSS4x4x4 .102 8.667 .002 0 y 67.786 92.826 10.765 10.765 1.667 H1-1b 484 13 M4 HSS4x4x4 .154 8.667 .013 8.667 z 67.786 92.826 10.765 10.765 2.973 Hl-lb 485 13 M5 HSS4x4x4 .457 10.083 .014 0 z 60.658 92.826 10.765 10.765 1.667 Hl-lb 486 13 M6 HSS6x6x6 .619 8.667 .084 8.667 y 181.581 208.79 36.267 36.267 3.817 H1-lb 487 13 M7 HSS6x6x6 .447 8.667 .075 8.667 y 181.581 208.79 36.267 36.267 2.19 H1-lb 488 13 M8 HSS10x5x6 .403 29.5 .179 28.885 y 48.697 266.359 42.924 69.78 2.119 H1-lb 489 13 M9 HSS14x6x8 .368 15.568 .052 0 y 117.817 473.772 92.735 168.942 1.153 H1-lb 490 13 M10 HSS8x4x4 .637 18 .139 18 y 46.391 144.335 17.777 30.529 1.87 H1-lb 491 13 M11 HSS8x4x4 .507 0 .254 12 y 86.883 144.335 17.777 30.529 3.147 H1-lb 492 13 M12 HSS8x4x4 .137 18 .050 18 y 46.391 144.335 17.777 30.529 1.851,H1-1b 493 13 M13 HSS8x4x4 .124 0 .104 0 v 86.883 144.335 17.777 30.529 2.471 H1-lb 494 13 M14 HSS6x6x6 .092 0 .001 0 y 181.581 208.79 36.267 36.267 1.036 H1-lb 495 13 M15 HSS6x6x6 .558 8.667 .067 0 v 181.581 208.79 36.267 36.267 2.217 H1-lb 496 13 M16 HSS10x5x6 .316 29.5 .089 29.5 y 48.697 266.359 42.924 69.78 1.897 H1-lb 497 13 M17 HSS4x4x4 .823 1.416 .184 0 z 99.982 100.898 11.702 11.702 1.482 H1 1b 498 13 M18 C12x20.7 -KUr>2... a ••• • : : • • 499 13 M19 C12x20.7 _ KUr>2... a, : Company Desi ner Aug 11,2017 ''RISA g 11:28 AM Job Number Model Name Checked By: Member AISC 14th(360-10):ASD Steel Code Checks (Continued) LC Member Shape UC Max Locfftl Shear UC Locfftl Dir Pnc/om fklPntJom fk Mnw/om...Mnzz/om... Cb Eon 508 13 M28 HSS4x3x4 .316 0 .032 _ 0 y 64.873 80.156 7.162 8.746 2.818 H1-lb 509 13 M29 HSS4x3x4 .162 0 .046 0 y 79.004 80.156 7.162 8.746 1.726 H1-lb 510 13 M30 HSS4x3x4 .074 0 .021 0 y 79.004 80.156 7.162 8.746 1.634 H1-lb 511 13 M31 HSS4x3x4 .278 0 .075 0 y 79.004 80.156 7.162 8.746 1.685 H1-lb 512 13 M32 HSS4x3x4 .140 0 .071 0 z 79.004 80.156 7.162 8.746 1.685 H1-lb 513 13 M41 PIPE .5 -KL/r>2... 514 13 M42 PIPE .5 _-KUr>2... 515 13 M43 PIPE .5 .427 3.096 .013 6.192 .436 5.044 .1 .1 1.136 H1-la 516 13 M44 PIPE .5 .405 3.096 .011 6.192 .436 5.044 .1 .1 1.136 H1-la 517 13 M45 PIPE .5 .706 3.096 .019 0 .436 5.044 .1 .1 1.136 H1-la 518 13 M46 PIPE .5 _ .061 3.096 .012 0 .436 5.044 .1 .1 1.136 H1-lb 519 13 M47 PIPE .5 .072 3.096 .002 6.192 .436 5.044 .1 .1 1.136 H1-lb 520 13 M48 PIPE .5 .375 3.096 .016 6.192 .436 5.044 .1 .1 1.136 H1-la 521 14 M1 HSS4x4x4 .405 8.667 .025 8.667 v 67.786 92.826 10.765 10.765 1.667,H1-11) 522 14 M2 HSS4x4x4 .317 8.667 .032 8.667 z 67.786 92.826 10.765 10.765 3.963 H1-lb 523 14 M3 HSS4x4x4 .076 8.667 .002 8.667 z 67.786 92.826 10.765 10.765 1.667 H1-lb 524 14 M4 HSS4x4x4 .128 8.667 .011 8.667 z 67.786 92.826 10.765 10.765 3.828 H1-lb 525 14 M5 HSS4x4x4 .300 10.083 .009 0 z 60.658 92.826 10.765 10.765 1.667 H1-lb 526 14 M6 HSS6x6x6 .459 8.667 .071 8.667 y 181.581 208.79 36.267 36.267 3.808 Hi-lb 527 14 M7 HSS6x6x6 .320 8.667 .052 8.667 y 181.581 208.79 36.267 36.267 2.191 H1-lb 528 14 M8 HSS10x5x6 .285 29.5 .122 28.885 y 48.697 266.359 42.924 69.78 2.048 H1-lb 529 14 M9 HSS14x6x8 .235 15.568 .034 0 v 117.817 473.772 92.735 168.942 1.152 H1-lb 530 14 M10 HSS8x4x4 .348 18 .086 18 y 46.391 144.335 17.777 30.529 1.882 H1-lb 531 14 M11 HSS8x4x4 .283 12 .189 12 z 86.883 144.335 17.777 30.529 3.019 H1-lb 532 14 M12 HSS8x4x4 .113 18 .046 18 y 46.391 144.335 17.777 30.529 1.818 H1-lb 533 14 M13 HSS8x4x4 .099 0 .084 0 v 86.883 144.335 17.777 30.529 2.558,H1-lb 534 14 M14 HSS6x6x6 .200 8.667 .023 0 y 181.581 208.79 36.267 36.267 2.198 Hl-lb 535 14 M15 HSS6x6x6 .246 8.667 .023 0 y 181.581 208.79 36.267 36.267 2.15 H1-lb 536 14 M16 HSS10x5x6 .134 29.5 .052 29.5 y 48.697 266.359 42.924 69.78 1.342 H1-lb 537 14 M17 HSS4x4x4 .521 1.416 .118 0 z 99.982 100.898, 11.702 11.702 1.472 H1-lb 538 14 M18 C12x20.7 -KL/r>2... 539 14 M19 C12x20.7 -KUr>2... 540 14 M20 C12x20.7 -KUr>2... 541 14 M21 HSS4x3x4 .045 1.975 .018 0 v 64.873 80.156 7.162 8.746 1.299 H1-lb 542 14 M22 HSS4x3x4 .054 1.975 .058 0 y 64.873 80.156 7.162 8.746 1.348 H1-lb 543 14 M23 HSS4x3x4 .171 0 .041 0 y 64.873 80.156 7.162 8.746 2.167 H1-lb 544 14 M24 HSS4x3x4 .314 0 .037 2.031 z 64.873 80.156 7.162 8.746 1.963 H1-lb 545 14 M25 HSS4x3x4 .200 0 .023 0 v 64.873 80.156 7.162 8.746 2.256 H1-lb 546 14 M26 HSS4x3x4 .062 0 .040 0 y 64.873 80.156 , 7.162 8.746 1.526 H1-lb 547 14 M27 HSS4x3x4 .066 2.031 .023 0 y 64.873 80.156 7.162 8.746 1.421 H1-lb 548 14 M28 HSS4x3x4 .215 0 .021 0 y 64.873 80.156 7.162 8.746 2.641 H1-lb 549 14 M29 HSS4x3x4 .108 0 .033 0 v 79.004 80.156 7.162 8.746 1.731 H1-lb 550 14 M30 HSS4x3x4 .056 0 .015 0 y 79.004 80.156 7.162 8.746 1.634 H1-lb 551 14 M31 HSS4x3x4 .205 0 .056 0 v 79.004 80.156 7.162 8.746 1.687 H1-lb 552 14 M32 HSS4x3x4 .116 0 .053 0 z 79.004 80.156 7.162 8.746 1.681 H1-lb 553 14 M41 PIPE .5 -KL/r>2... 554 14 M42 PIPE .5 -KUr>2... •665. '.4._.M43 PIPE .5 .098 3.096 .011 6.192 .436 5.044 .1 .1 1.136 H1-lb • g56.44:_._:1144_, .PILE .5 .256 3.096 .009 6.192 .436 5.044 .1 .1 1.136 Hl-la 351 ;4• • M45PIE .5 .484 3.096 .016 6.192 .436 5.044 .1 .1 1.136 H1-1a .658'44 • f�11 .:. p.E .5 .054 3.096 .010 0 .436 5.044 .1 .1 1.136 H1-lb 559 14 M47 PIPE .5 .051 3.096 .002 0 .436 5.044 .1 .1 1.136 H1-lb .560 14 ,• M48 PIPE .5 .272 3.096 .012 0 .436 5.044 .1 .1 1.136 H1-la X61 15 •iw1 ,HSS•lx4x4 .415 8.667 .026 8.667 z 67.786 92.826 10.765 10.765 1.667 H1-lb • 5p2.16• • I\2 ,; I••IS 4x4x4 .355 8.667 .036 8.667 z 67.786 92.826 10.765 10.765 4.675 H1-1b 563 15 .M3 •.'1SS.4x4x4 .079 8.667 .002 8.667 z 67.786 92.826 10.765 10.765 1.667 H1-lb 564 15 M4 I HSS'4x4x4 .131 8.667 .011 8.667 z 67.786 92.826 10.765 10.765 4.737 H1-lb ••� •F��SA-3�VPrsior� 15.0.2 [O:\...\...\...\Structural\Structural Calculations\New Building Frame.r3d] Page 28 •• • • • • • •• • � • • • • •• • •• • •• • � • . Company Aug 11,2017 11:28 AM IIRISA Designer : Checked By: N ModelJob Naumberme Member RISC 14th(360-10):ASD Steel Code Checks (Continued) LC Member Shape UC Max Locjft] Shear UC Loc[ft] Dir Pnc/om[k1 Pnt/om[k]Mnyy/om...Mnzz/om... Cb Eqn 565 15 M5 HSS4x4x4 .293 10.083 .009 0 z 60.658 92.826 10.765 10.765 1.667 H1-lb 566 15 M6 HSS6x6x6 .423 8.667 .049 8.667 y 181.581 208.79 36.267 36.267 3.879 H1-lb 567 15 M7 HSS6x6x6 .285 8.667 .043 8.667 y 181.581 208.79 36.267 36.267 2.191 H1-lb 568 15 M8 HSS10x5x6 .249 29.5 .097 28.885 y 48.697 266.359 42.924 69.78 2.145 H1-lb 569 15 M9 HSS14x6x8 .236 15.568 .034 0 y 117.817 473.772 92.735 168.942 1.155 H1-lb 570 15 M10 HSS8x4x4 .425 18 .092 18 y 46.391 144.335 17.777 30.529 1.877 H1-lb 571 15 M11 HSS8x4x4 .335 0 .179 10.75 z 86.883 144.335 17.777 30.529 3.186 H1-lb 572 15 M12 HSS8x4x4 .113 18 .046 18 y 46.391 144.335 17.777 30.529 1.802 H1-lb 573 15 M13 HSS8x4x4 .099 0 .088 0 v 86.883 144.335 17.777 30.529 2.654 H1-lb 574 15 M14 HSS6x6x6 .200 8.667 .144 0 y 181.581 208.79 36.267 36.267 2.198 H1-lb 575 15 M15 HSS6x6x6 .246 8.667 .144 0 v 181.581 208.79 36.267 36.267 2.15 H1-lb 576 15 M16 HSS10x5x6 .261 16.286 .052 29.5 y 48.697 266.359 42.924 69.78 1.342 H1-lb 577 15 M17 HSS4x4x4 .610 1.416 .133 0 z 99.982 100.898 11.702 11.702 1.431 H1-lb 578 15 M18 C12x20.7 -KUr>2... 579 15 M19 C12x20.7 -KUr>2... 580 15 M20 C12x20.7 -KUr>2... 581 15 M21 HSS4x3x4 .068 5.417 .035 0 z 64.873 80.156 7.162 8.746 1.358 H1-1b 582 15 M22 HSS4x3x4 .088 1.975 .065 0 y 64.873 80.156 7.162 8.746 1.359 Hl-lb 583 15 M23 HSS4x3x4 .206 0 .046 0 v 64.873 80.156 7.162 8.746 2.618 H1-1b 584 15 M24 HSS4x3x4 .276 0 .035 0 y 64.873 80.156 7.162 8.746 2.236 H1-1b 585 15 M25 HSS4x3x4 .213 0 .028 0 v 64.873 80.156 7.162 8.746 1.984 H1-lb 586 15 M26 HSS4x3x4 .096 0 .029 0 y 64.873 80.156 7.162 8.746 2.72 Hl-lb 587 15 M27 HSS4x3x4 .108 0 .012 0 v 64.873 80.156 7.162 8.746 3.057 Hl-lb 588 15 M28 HSS4x3x4 .168 0 .014 0 y 64.873 80.156 7.162 8.746 2.301 H1-lb 589 15 M29 HSS4x3x4 .098 0 .025 0 v 79.004 80.156 7.162 8.746 1.744 H1-lb 590 15 M30 HSS4x3x4 .057 0 .016 0 y 79.004 80.156 7.162 8.746 1.639 H1-lb 591 15 M31 HSS4x3x4 .212 0 .055 0 y 79.004 80.156 7.162 8.746 1.686 H1-lb 592 15 M32 HSS4x3x4 .124 0 .056 0 z 79.004 80.156 7.162 8.746 1.681 H1-lb 593 15 M41 PIPE .5 -KUr>2... 594 15 M42 PIPE .5 -KUr>2... 595 15 M43 PIPE .5 .334 3.096 .010 6.192 .436 5.044 .1 .1 1.136 H1-la 596 15 M44 PIPE .5 .368 3.096 .010 6.192 .436 5.044 .1 .1 1.136 H1-la 597 15 M45 PIPE .5 .475 3.096 .014 6.192 .436 5.044 .1 .1 1.136 Hl-la 598 15 M46 PIPE .5 -KUr>2.., 599 15 M47 PIPE .5 -KUr>2... 600 15 M48 PIPE .5 .279 3.096 .012 0 .436 5.044 .1 .1 1.136 H1-la 601 16 M1 HSS4x4x4 .374 8.667 .023 8.667 z 67.786 92.826 10.765 10.765 1.667 H1-lb 602 16 M2 HSS4x4x4 .362 8.667 .037 8.667 z 67.786 92.826 10.765 10.765 3.654 H1-1b 603 16 M3 HSS4x4x4 .345 8.667 .032 8.667 v 67.786 92.826 10.765 10.765 1.903 H1-lb 604 16 M4 HSS4x4x4 .303 8.667 .018 8.667 y 67.786 92.826 10.765 10.765 1.763 H1-lb 605 16 M5 HSS4x4x4 .291 10.083 .009 0 z 60.658 92.826 10.765 10.765 1.667 H1-lb 606 16 M6 HSS6x6x6 .436 8.667 .060 8.667 y 181.581 208.79 36.267 36.267 3.712 H1-lb 607 16 M7 HSS6x6x6 .335 8.667 .053 8.667 v 181.581 208.79 36.267 36.267 2.189 H1-lb 608 16 M8 HSS10x5x6 .308 29.5 .136 28.885 y 48.697 266.359 42.924 69.78 2.066 H1-lb 609 16 M9 HSS14x6x8 .232 15.25 .032 0 v 117.817 473.772 92.735 168.942 1.15 H1-lb 610 16 M10 HSS8x4x4 .418 18 .092 18 y 46.391 144.335 17.777 30.529 1.872 H1-lb 611 16 M11 HSS8x4x4 .333 0 .172 12 v 86.883 144.335 17.777 30.5293. 36 H1;1b 612 16 M12 HSS8x4x4 .197 7.125 .060 18 z 46.391 144.335 17,77?;•30.59.1.82€•I.11?1 k_ 613 16 M13 HSS8x4x4 .184 0 .115 12 z 86.883 144.335 17:777 4 30;529:2.X11•11,14 614 16 M14 HSS6x6x6 .200 8.667 .023 0 v 181.581 208.79 36'267 ;36'2437 2.i9V•111'1ha 615 16 M15 HSS6x6x6 .246 8.667 .023 0 v 181.581 208.79 36267 36.267 2.15 H1-lb 616 16 M16 HSS10x5x6 .134 29.5 .052 29.5 y 48.697 266.359 42.924 69.78 1.342 H1-lb • 617 16 M17 HSS4x4x4 .586 0 .102 0 y 99.982 100.898 11..702.•11.7c42;1'+Q7 H1 • 618 16 M18 C12x20.7 -KUr>2... • • • ; ter•-• • •• • 619 16 M19 C12x20.7 .523 22.709 .035 5.677 v 3.052 131.066_ 451, :10.8��•1'3/2 H1-ib ••• 620 16 M20 C12x20.7 -KUr>2... • 621 16 M21 HSS4x3x4 .074 5.417 .042 2.031 z 64.873 80.156 7.162 8.746 1.359 H1-lb .• . • RISA-3D Version 15.0.2 [O:\...\...\...\Structural\Structural Calculations\New Building 1 r mtt.r3di Page;2a • • Company Aug 11,2017 IIIRISA Designer Job Number 11:28 AM Modef Checked By: Member AISC 14th(360-10):ASD Steel Code Checks (Continued) LC Member Shape UC Max Locfftl Shear UC Locfftl Dir Pnc/om fk Pnt/om fk Mnw/om...Mnzz/om... Cb Eon 622 16 M22 HSS4x3x4 .095 1.975 .061 0 y 64.873 80.156 7.162 8.746 1.345 H1-lb 623 16 M23 HSS4x3x4 .178 0 .043 0 64.873 80.156 7.162 8.746 2.723 H1-lb 624 16 M24 HSS4x3x4 .276 0 .030 0 y 64.873 80.156 7.162 8.746 2.211 H1-lb 625 16 M25 HSS4x3x4 .212 0 .021 0 v 64.873 80.156 7.162 8.746 2.222 H1-lb 626 16 M26 HSS4x3x4 .090 0 .040 0 y 64.873 80.156 7.162 8.746 1.844 H1-lb 627 16 M27 HSS4x3x4 .065 1.975 .023 0 y 64.873 80.156 7.162 8.746 1.46 H1-lb 628 16 M28 HSS4x3x4 .204 0 .018 0 y 64.873 80.156 7.162 8.746 2.653 H1-lb 629 16 M29 HSS4x3x4 .075 0 .025 0 v 79.004 80.156 7.162 8.746 1.742 H1-1b 630 16 M30 HSS4x3x4 .191 0 .068 0 z 79.004 80.156 7.162 8.746 1.635 H1-lb 631 16 M31 HSS4x3x4 .292 0 .098 0 z 79.004 80.156 7.162 8.746 1.7 H1-lb _ 632 16 M32 HSS4x3x4 .131 0 .070 0 z 79.004 80.156 7.162 8.746 1.678 H1-lb 633 16 M41 PIPE .5 -KUr>2.. 634 16 M42 PIPE .5 -KUr>2.. 635 16 M43 PIPE .5 .294 3.096 .009 6.192 .436 5.044 .1 .1 1.136 H1-la 636. 16 M44 PIPE .5 .280 3.096 .008 6.192 .436 5.044 .1 .1 1.136 H1-1a 637. 16 M45 PIPE .5 .505 3.096 .014 6.192 .436 5.044 .1 .1 1.136 H1-la 638 16 M46 PIPE .5 .045 3.096 .009 0 .436 5.044 .1 .1 1.136 H1-lb 639 16 M47 PIPE .5 .047 3.096 .003 6.192 .436 5.044 .1 .1 1.136 H1-lb 640 16 M48 PIPE .5 .304 3.096 .010 0 .436 5.044 .1 .1 1.136 H1-la 641 17 M1 HSS4x4x4 .377 8.667 .024 8.667 z 67.786 92.826 10.765 10.765 1.667 H1-lb 642 17 M2 HSS4x4x4 .361 8.667 .037 8.667 z 67.786 92.826 10.765 10.765 3.706 H1-lb 643 17 M3 HSS4x4x4 .077 8.667 .002 8.667 z 67.786 92.826 10.765 10.765 1.667 H1-lb 644 17 M4 HSS4x4x4 .128 8.667 .011 8.667 z 67.786 92.826 10.765 10.765 3.873 H1-lb 645 17 M5 HSS4x4x4 .296 10.083 .009 0 z 60.658 92.826 10.765 10.765 1.667 H1-lb 646 17 M6 HSS6x6x6 .449 8.667 .062 8.667 y 181.581 208.79 36.267 36.267 3.762 H1-lb 647 17 M7 HSS6x6x6 .314 8.667 .052 8.667 v 181.581 208.79 36.267 36.267 2.19 H1-lb 648 17 M8 HSS10x5x6 .284 29.5 .121 28.885 y 48.697 266.359 42.924 69.78 2.05 H1-lb 649 17 M9 HSS14x6x8 .235 15.568 .033 0 v 117.817 473.772 92.735 168.942 1.152 Hl-lb 650 17 M10 HSS8x4x4 .418 18 .092 18 y 46.391 144.335 17.777 30.529 1.871 H1-1b 651 17 M11 HSS8x4x4 .332 0 .173 12 y 86.883 144.335 17.777 30.529 3.145 H1-lb 652 17 M12 HSS8x4x4 .113 18 .046 18 y 46.391 144.335 17.777 30.529 1.818 H1-1b 653 17 M13 HSS8x4x4 .099 0 .084 0 v 86.883 144.335 17.777 30:529 2.564 H1-lb 654 17 M14 HSS6x6x6 .150 0 .011 0 y 181.581 208.79 36.267 36.267 1.662 H1-lb 655 17 M15 HSS6x6x6 .443 8.667 .057 0 v 181.581 208.79 36.267 36.267 2.238 H1-lb 656 17 M16 HSS10x5x6 .255 29.5 .057 29.5 y 48.697 266.359 42.924 69.78 2.017 H1-lb 657 17 M17 HSS4x4x4 .520 1.416 .118 0 z 99.982 100.898 11.702 11.702 1.504 H1-lb 658 17 M18 C12x20.7 -KUr>2.. 659 17 M19 C 12x20.7 -KUr>2.. 660 17 M20 C 12x20.7 -KUr>2.. 661 17 M21 HSS4x3x4 .074 5.417 .041 2.031 z 64.873 80.156 7.162 8.746 1.359 Hl-lb 662 17 M22 HSS4x3x4 .095 1.975 .061 0 y 64.873 80.156 7.162 8.746 1.346 H1-lb 663 17 M23 HSS4x3x4 .180 0 .042 0 y 64.873 80.156 7.162 8.746 2.709 H1-1b 664 17 M24 HSS4x3x4 .279 0 .031 0 y 64.873 80.156 7.162 8.746 2.201 H1-lb 665 17 M25 HSS4x3x4 .194 0 .022 0 y 64.873 80.156 7.162 8.746 2.218 Hl-lb 666 17 M26 HSS4x3x4 .070 0 .040 0 y 64.873 80.156 7.162 8.746 1.662 H1-lb 667 17 M27 HSS4x3x4 .066 2.031 .023 0 v 64.873 80.156 7.162 8.746 1.427 H1-lb 668 17 M28 HSS4x3x4 .212 0 .020 0 y 64.873 80.156 7.162 8.746 2.645 H1-lb .9.59.__17 M29_ HSS4x3x4 .108 0 .033 0 79.004 80.156 7.162 8.746 1.731 H1-lb any t_7:•11430, "irIS34x3x4 .055 0 .015 0 (' 79.004 80.156 7.162 8.746 1.634 H1-lb FZ71;47' •I r' «HS44x3x4 .206 0 .056 0 rj 79.004 80.156 7.162 8.746 1.687 Hl-lb "Q72•t"--7-* "• M32 ,a 4-I8.'4x3x4 .116 0 .053 0 © 79.004 80.156 7.162 8.746 1.681 Hl-lb 673 17 M41 PIPE .5KUr>2..�--,----■ . ,§Z4 17 M42 PIPE .5 -KUr>2.. 475 17 ' .10_1413 • PIf& .5 .295 3.096 .009 0 1 � .436 5.044 .1 .1 1.136 H1 la ." '676•+ "I. ;M.4,_: •PIA .5 .270 3.096 .008 6.192 .436 5.044 .1 .1 1.136 H1 la " 1'7117.1' ' 5 • •PI !a .5 .512 3.096 .014 0 IN .436 5.044 .1 .1 1.136 H1-1a 678 17 M46 PIPE .046 3.096 .009 0 .436 5.044 .1 .1 1.136 H1-lb •• RISA-3D Version 15.0.2 [O:\...\...\...\Structural\Structural Calculations\New Building Frame.r3d] Page 30 • • • . • • : : Aug 11,2017 Company 11:28 AM ''I RISA Designer Checked By. Nu ModelJob Name Member AISC 14th(360-10):ASD Steel Code Checks (Continued) LC Member Shape UC Max Locfftl Shear UC Locfftl Dir Pnc/om fkl Pnt/om fkl Mnvv/om...Mnzz/om... Cb Eqn 679 17 M47 PIPE .5 .052 3.096 .002 0 .436 5.044 .1 .1 1.136 H1-lb 680 17 M48 PIPE .5 .272 3.096 .012 0 .436 5.044 .1 .1 1.136 H1-1a 681 18 M1 HSS4x4x4 .277 8.667 .025 8.667 v 67.786 92.826 10.765 10.765 1.774 H1-1b 682 18 M2 HSS4x4x4 .157 8.667 .016 8.667 z 67.786 92.826 10.765 10.765 2.532 H1-lb 683 18 M3 HSS4x4x4 .045 8.667 .001 8.667 z 67.786 92.826 10.765 10.765 1.667 H1-lb 684 18 M4 HSS4x4x4 .077 8.667 .006 8.667 z 67.786 92.826 10.765 10.765 3.762 H1-lb 685 18 M5 HSS4x4x4 .183 10.083 .005 0 z 60.658 92.826 10.765 10.765 1.667 H1-lb 686 18 M6 HSS6x6x6 .282 8.667 .049 8.667 y 181.581 208.79 36.267 36.267 3.86 H1-lb 687 18 M7 HSS6x6x6 .196 8.667 .031 0 v 181.581 208.79 36.267 36.267 2.192 H1-lb 688 18 M8 HSS10x5x6 .173 0 .073 28.885 y 48.697 266.359 42.924 69.78 2.045 H1-lb 689 18 M9 HSS14x6x8 .141 15.568_ .021 0 y 117.817 473.772_ 92.735 168.942 1.152 H1-lb 690 18 M10 HSS8x4x4 .193 18 .047 18 y 46.391 144.335 17.777 30.529 1.899 H1-lb 691 18 M11 HSS8x4x4 .202 12 .132 12 z 86.883 144.335 17.777 30.529 2.835 H1-1b 692 18 M12 HSS8x4x4 .068 18 .027 18 y 46.391 144.335 17.777 30.529 1.819 H1-lb 693 18 M13 HSS8x4x4 .060 0 .050 0 y 86.883 144.335 17.777 30.529 2.553 H1-lb 694 18 M14 HSS6x6x6 .120 8.667 .014 0 y 181.581 208.79 36.267 36.267 2.198 H1-lb 695 18 M15 HSS6x6x6 .148 8.667 .014 0 y 181.581 208.79 36.267 36.267 2.15 H1-lb 696 18 M16 HSS10x5x6 .080 29.5 .031 29.5 y 48.697 266.359 42.924 69.78 1.343 Hl-lb 697 18 M17 HSS4x4x4 .314 1.416 .071 0 z 99.982 100.898 11.702 11.702 1.425 H1-lb 698 18 M18 C12x20.7 -KUr>2... 699 18 M19 C12x20.7 -KUr>2.. 700 18 M20 C12x20.7 -KUr>2... 701 18 M21 HSS4x3x4 .092 0 .014 0 z 64.873 80.156 7.162 8.746 1.607 H1-lb 702 18 M22 HSS4x3x4 .033 0 .034 2.031 z 64.873 80.156 7.162 8.746 1.554 Hl-lb 703 18 M23 HSS4x3x4 .103 0 .024 2.031 y 64.873 80.156 7.162 8.746 1.68 Hl-lb 704 18 M24 HSS4x3x4 .213 0 .030 2.031 z 64.873 80.156 7.162 8.746 1.719 H1-lb 705 18 M25 HSS4x3x4 .124 0 .015 0 y 64.873 80.156 7.162 8.746 2.313 Hl-lb 706 18 M26 HSS4x3x4 .032 0 .024 0 y 64.873 80.156 7.162 8.746 1.503 H1-lb 707 18 M27 HSS4x3x4 .040 2.031 .014 0 v 64.873 80.156 7.162 8.746 1.414 H1-lb 708 18 M28 HSS4x3x4 .131 0 .013 0 _y 64.873 80.156 7.162 8.746 2.638 H1-lb 709 18 M29 HSS4x3x4 .065 0 .020 0 y 79.004 80.156 7.162 8.746 1.731 H1-lb 710 18 M30 HSS4x3x4 .035 0 .009 0 y ,79.004 80.156 7.162 8.746 1.634 H1-1b 711 18 M31 HSS4x3x4 .122 0 .034 0 y 79.004 80.156 7.162 8.746 1.687 H1-lb 712 18 M32 HSS4x3x4 .069 0 .032 0 z 79.004 80.156 7.162 8.746 1.681 Hl-lb 713 18 M41 PIPE .5 -KUr>2... 714 18 M42 PIPE .5 -KUr>2.. 715 18 M43 PIPE .5 -KUr>2... 716 18 M44 PIPE .5 .083 3.096 .005 6.192 .436 5.044 .1 .1 1.136 H1-lb 717 18 M45 PIPE .5 .270 3.096 .010 6.192 .436 5.044 .1 .1 1.136 H1-la 718 18 M46 PIPE .5 .039 3.096 .006 0 .436 5.044 .1 .1 1.136 H1-1b _ 719 18 M47 PIPE .5 .029 3.096 .001 6.192 .436 5.044 .1 .1 1.136 H1-lb 720 18 M48 PIPE .5 .093 3.096 .007 6.192 .436 5.044 .1 l .1 1.136 H1-1b 721 19 M1 HSS4x4x4 .276 8.667 .017 8.667 z 67.786 92.826 10.765 10.765 1.667 H1-lb 722 19 M2 HSS4x4x4 .209 8.667 .021 8.667 z 67.786 92.826 10.765 10.765 4.271 H1-lb 723 19 M3 HSS4x4x4 .050 8.667 .001 0 v 67.786 92.826 10.765 10.765 1.667 H1-lb 724 19 M4 HSS4x4x4 .081 8.667 .007 8.667 z 67.786 92.826 10.765 10.765 4.218 H1-lb 725 19 M5 HSS4x4x4 .174 10.083 .005 0 z 60.658 92.826 10.765 10.765 1.667 Hl-lb 726 19 M6 HSS6x6x6 .234 8.667 .031 8.667 y 181.581 208.79 36,263•36, 57-:4:1 i 4 1l W 727 19 M7 HSS6x6x6 .150 8.667 .021 0 y 181.581 208.79 3267:-,T6•2674•1!!=, 41 1.16 728 19 M8 HSS10x5x6 .141 0 .069 0 z 48.697 266.359 42.92416;.7.3 •2,. 1 1'11:113 729 19 M9 HSS14x6x8 ,143 15.568 .020 0 v 117.817 473.772 9241.7'36 -168'942 1.158 H1-lb 730 19 M10 HSS8x4x4 .260 18 .055 18 _y 46.391 144.335 17.777 30.529 1.883 H1-lb 731 19 M11 HSS8x4x4 .242 12 .118 10.75 z 86.883 144.335 1 777. 30.52«9 37 H?i : 732 19 M12 HSS8x4x4 .068 18 .028 18 y 46.391 144.335 1177;7 ;30.5t9: 1.74121-11-:b '. 733 19 M13 HSS8x4x4 .059 0 .056 0 V 86.883 144.335 1 .7717 ;30.529:2.77 H'lilb ..: 734 19 M14 HSS6x6x6 .120 8.667 .175 0 y 181.581 208.79 36.267667 .174 0 y 181.581 208.79 36.267 2.15 36.267 Hl-lb 735 19 M15 HSS6x6x6 .148_ •• RISA-3D Version 15.0.2 [O:\...\...\...\Structural\Structural Calculations\New Building F rsn-e.r3d; •: Page 3 t Company IIIRISA 11, Designer Aug AM2017 Job Number Model Name Checked By: Member AISC 14th(360-10):ASD Steel Code Checks (Continued) LC Member Shape UC Max Locfftl Shear UC Locfftl Dir Pnc/om fk Pnt/om fk MnW/om...Mnzz/om... Cb Eun 736 19 M16 HSS10x5x6 .260 15.672 .039 29.5 z 48.697 266.359 42.924 69.78 1.343 H1-lb 737 19 M17 HSS4x4x4 .432 1.416 .111 0 z 99.982 100.898 11.702 11.702 1.185 H1-lb 738 19 M18 C12x20.7 -KUr>2.. 739 19 M19 C12x20.7 KUr>2.. II 740 19 M20 C12x20.7 -KUr>2.. 741 19 M21 HSS4x3x4 .037 5.417 .017 0 © 64.873 80.156 7.162 8.746 1.357 H1-lb 742 19 M22 HSS4x3x4 .047 1.975 .042 0 II 64.873 80.156 7.162 8.746 1.378 H1-lb 743 19 M23 HSS4x3x4 .146 0 .030 0 64.873 80.156 7.162 8.746 2.53 H1-lb 744 19 M24 HSS4x3x4 .163 0 .024 0 64.873 80.156 7.162 8.746 2.291 H1-lb 745 19 M25 HSS4x3x4 .156 0 .024 2.03164.873 80.156 7.162 8.746 1.731 H1-lb _ 746 19 M26 HSS4x3x4 .113 0 .010 2.031 64.873 80.156 7.162 8.746 1.649 H1-lb 747 19 M27 HSS4x3x4 .123 0 .018 0 64.873 80.156 7.162 8.746 1.61 H1-lb 748 19 M28 HSS4x3x4 .069 0 .011 0 64.873 80.156 7.162 8.746 1.806 H1-lb 749 19 M29 HSS4x3x4 .051 0 .012 0 79.004 80.156 7.162 8.746 1.768 H1-lb 750 19 M30 HSS4x3x4 .044 0 .014 0 79.004 80.156 7.162 8.746 1.645 H1-lb 751 19 M31 HSS4x3x4 .131 0 .032 0 79.004 80.156 7.162 8.746 1.686 H1-lb 752 19 M32 HSS4x3x4 .080 0 .036 0 79.004 80.156 7.162 8.746 1.682 H1-lb 753 19 M41 PIPE .5 -KUr>2.. 754 19 M42 PIPE .5 -KUr>2.. 755 19 M43 PIPE .5 .229 3.096 .007 6.192 .436 5.044 .1 .1 1.136 Hl-la 756 19 M44 PIPE .5 .292 3.096 .008 6.192 .436 5.044 .1 .1 1.136 Hl-la 757 19 M45 PIPE .5 .258 3.096008 6.192 436 5.044 1 1 1.136 H1-la 758 19 M46 PIPE .5 -KUr>2..1 . � . � . __ 759 19 M47 PIPE .5 -KUr>2.. 760 19 M48 PIPE .5 .097 3.096 .008 0 .436 5.044 .1 .1 1.136 H1-1b 761 20 M1 HSS4x4x4 .221 8.667 .014 8.667 67.786 92.826 10.765 10.765 1.667 H1-1b 762 20 M2 HSS4x4x4 .218 8.667 .023 8.667 67.786 92.826 10.765 10.765 3.578 H1-1b 763 20 M3 HSS4x4x4 .452 8.667 .044 8.667 67.786 92.826 10.765 10.765 2.018 H1-lb 764 20 M4 HSS4x4x4 .310 8.667 .023 8.667 67.786 92.826 10.765 10.765 1.71 H1-lb 765 20 M5 HSS4x4x4 .172 10.083 .005 0 60.658 92.826 10.765 10.765 1.667 Hl-lb 766 20 M6 HSS6x6x6 .252 8.667 .035 8.667 181.581 208.79 36.267 36.267 3.647 H1-lb 767 20 M7 HSS6x6x6 .216 8.667 .032 8.667 181.581 208.79 36.267 36.267 2.187 H1-lb 768 20 M8 HSS10x5x6 .236 29.5 .092 28.885 48.697 266.359 42.924 69.78 2.087 H1-lb 769 20 M9 HSS14x6x8 .140 15.25 .019 0 117.817 473.772 92.735 168.942 1.147 H1-lb 770 20 M10 HSS8x4x4 .251 18 .055 18 46.391 144.335 17.777 30.529 1.872 H1-lb 771 20 M11 HSS8x4x4 .200 0 .102 12 86.883 144.335 17.777 30.529 3.126 H1-lb 772 20 M12 HSS8x4x4 .203 6.938 .062 18 46.391 144.335 17.777 30.529 1.835 H1-lb 773 20 M13 HSS8x4x4 .211 12 .112 12 86.883 144.335 17.777 30.529 2.215 H1-lb 774 20 M14 HSS6x6x6 .120 8.667 .014 0 181.581 208.79 36.267 36.267 2.198 H1-1b _ 775 20 M15 HSS6x6x6 .148 8.667 .014 0 181.581 208.79 36.267 36.267 2.15 H1-1b 776 20 M16 HSS10x5x6 .080 29.5 .031 29.5 48.697 266.359 42.924 69.78 1.343 H1-lb 777 20 M17 HSS4x4x4 .429 0 .058 0 99.982 100.898 11.702 11.702 1.588 H1-lb 778 20 M18 C12x20.7 -KUr>2.. 779 20 M19 C12x20.7 .315 23.087 .023 34.442 3.052 131.066 4.949 10.776 1.368 H1-lb 780 20 M20 C12x20.7 -KUr>2.. 781 20 M21 HSS4x3x4 .044 5.417 .025 2.031 64.873 80.156 7.162 8.746 1.36 H1-lb 782 20 M22 HSS4x3x4 .057 1.975 .036 0 64.873 80.156 7.162 8.746 1.345 H1-lb • 7_3 ?0 _ M23 HSS4x3x4 .106 0 .026 0 64.873 80.156 7.162 8.746 2.743 H1-1b • x;84' ,.-. M 4 ';'iS`4x3x4 .163 0 .018 0 T8� 0' • ;HS. 4x3x4 .141 0 .012 0 II 64.873 80.156 7.162 8.746 2.225 Hl-lb 786 0 + i 26 S4x3x4 .069 0 .024 0 11 64.873 80.156 7.162 8.746 2.231 H1-1b PI 64.873 80.156 7.162 8.746 2.081 Hl-lb 787 20 M27 HSS4x3x4 .061 0 .013 0 64.873 80.156 7.162 8.746 1.515 H1-lb • 788 20 M28 HSS4x3x4 .116 0 .009 0 64.873 80.156 7.162 8.746 2.667 Hl-lb • . 924 • *1'512.9 •HS.3•1w3x4 .050 0 .024 0 79.004 80.156 7.162 8.746 1.778 Hl-lb 90. 2if ___:_n30._• 1:1S�S•1x3x4 .213 0 .091 0 79.004 80.156 7.162 8.746 1.636 H1-1b ••• 4..5.91 t • •k 1 • IS,'x3x4 .283 0 .132 0 © 792 20 M32 1HSS'4x3x4 .089 0 .055 0 z 79.004 80.156 7.162 8.746 1.676 H1-1b ••• RISA-3D•Vgrsio n 15. 0.2 [O:\...\...\...\Structural\Structural Calculations\New Building Frame.r3d) Page 32 . • • • • • • • • • •, • • •• • • E. • ••• n• • : •• ••• •• : ••. •••• • • •• •• Aug 11,2017 Company 11:28 AM I IRISH Designer Checked By: N ModelJobumbere Nam Member RISC 14th(360-10):ASD Steel Code Checks (Continued) LC Member Shape UC Max Loc[ftL Shear UC Loc[ft] Dir Pnc/om[k Pnt/om[k Mnyy/om...Mnzz/om... Cb Eg_n 793 20 M41 PIPE .5 -KUr>2.. 794 20 M42 PIPE .5 -KUr>2.. 795 20 M43 PIPE .5 .099 3.096 .006 6.192 .436 5.044 .1 .1 1.136 H1-lb 796 20 M44 PIPE .5 .099 3.096 .004 6.192 .436 5.044 .1 .1 1.136 H1-lb 797 20 M45 PIPE .5 .297 3.096 .008 6.192 .436 5.044 .1 .1 1.136 H1-1a 798 20 M46 PIPE .5 .026 3.096 .005 0 .436 5.044 .1 .1 1.136 H1-lb _ 799 20 M47 PIPE .5 .024 3.096 .002 6.192 .436 5.044 .1 .1 1.136 H1-lb 800 20 M48 PIPE .5 .114 3.096 .005 6.192 .436 5.044 .1 .1 1.136 H1-lb 801 M1 HSS4x4x4 .226 8.667 .014 8.667 67.786 92.826 10.765 10.765 1.667 H1-lb 802 M2 HSS4x4x4 .217 8.667 .022 8.667 67.786 92.826 10.765 10.765 3.692 H1-lb 803 M3 HSS4x4x4 .046 8.667 .001 8.667 67.786 92.826 10.765 10.765 1.667 H1-lb 804 M4 HSS4x4x4 .077 8.667 .006 8.667 67.786 92.826 10.765 10.765 3.857 Hl-lb 111 805 M5 HSS4x4x4 .177 10.083 .005 0 60.658 92.826 10.765 10.765 1.667 H1-lb 806 M6 HSS6x6x6 .269 8.667 .037 8.667 181.581 208.79 36.267 36.267 3.76 H1-lb 807 M7 HSS6x6x6 .188 8.667 .031 8.667 181.581 208.79 36.267 36.267 2.19 H1-lb 808 M8 HSS10x5x8 .170 29.5 .073 28.885 48.697 266.359 42.924 69.78 2.049 H1-lb 809 M9 HSS14x6x8 .141 15.568 .020 0 117.817 473.772 92.735 168.942 1.152 H1-1b 810 ® M10 HSS8x4x4 .251 18 .055 18 LI 46.391 144.335 17.777 30.529 1.871 H1-1b 811 131 M11 HSS8x4x4 .199 0 .104 12 (' 86.883 144.335 17.777 30.529 3.145 H1-lb 812 ® M12 HSS8x4x4 .068 18 .027 18 LI 46.391 144.335 17.777 30.529 1.818 Hl-lb 813 ® M13 HSS8x4x4 .060 0 .051 0 L 86.883 144.335 17.777 30.529 2.564 H1-lb 814 M14 HSS6x6x6 .284 0 .031 0 181.581 208.79 36.267 36.267 2.174 H1-1b 111 815 M15 HSS6x6x6 .418 0 .059 0 181.581 208.79 36.267 36.267.2.268 H1-lb 816 M16 HSS10x5x6 .241 29.5 .037 29.5 48.697 266.359 42.924 69.78 2.487 H1-lb 817 M17 HSS4x4x4 .312 1.416 .071 0 99.982 100.898 11.702 11.702 1.505 H1-lb 818 M18 C12x20.7 -KUr>2.. 819 M19 C12x20.7 -KUr>2.. 820 M20 C12x20.7 -KUr>2.. 821 M21 HSS4x3x4 .044 5.417 .025 2.031 64.873 80.156 7.162 8.746 1.359 H1-lb 822 M22 HSS4x3x4 .057 1.975 .037 0 64.873 80.156 7.162 8.746 1.346 H1-lb 111 823 M23 HSS4x3x4 .108 0 .025 0 64.873 80.156 7.162 8.746 2.712 H1-lb 824 ® M24 HSS4x3x4 .168 0 .018 0 (1164.873 80.156 7.162 8.746 2.204 H1-1b 825 ® M25 HSS4x3x4 .117 0 .013 0 LI 64.873 80.156 7.162 8.746 2.221 H1-1b 826 M26 HSS4x3x4 .042 0 .024 0 64.873 80.156 7.162 8.746 1.656 Hl-lb 827 M27 HSS4x3x4 .040 2.031 .014 0 64.873 80.156 7.162 8.746 1.427 H1-lb 828 M28 HSS4x3x4 .127 0 .012 0 64.873 80.156 7.162 8.746 2.646 H1-lb 829 M29 HSS4x3x4 .065 0 .020 0 79.004 80.156 7.162 8.746 1.731 H1-lb 830 M30 HSS4x3x4 .033 0 .009 0 79.004 80.156 7.162 8.746 1.634 H1-lb 831 M31 HSS4x3x4 .123 0 .033 0 79.004 80.156 7.162 8.746 1.687 H1-lb 832 M32 HSS4x3x4 .069 0 .032 0 79.004 80.156 7.162 8.746 1.681 H1-lb 833 M41 PIPE .5 -KUr>2.. 834 M42 PIPE .5 -KUr>2.. 835 M43 PIPE .5 .100 3.096 .006 6.192 .436 5.044 .1 .1 1.136 H1-1b 836 M44 PIPE .5 .092 3.096 .005 6.192 .436 5.044 .1 .1 1.136 H1-1b 837 M45 PIPE .5 .307 3.096 .008 6.192 .436 5.044 .1 .1 1.136 H1-la 838 M46 PIPE .5 _ .027 3.096 .006 6.192 .436 5.044 .1 .1 1.136 Hl-lb 839 21 M47 PIPE .5 .031 3.096 .001 6.192 .436 5.044 .1 .1 1.136 H1-lb 840 21 M48 PIPE .5 .093 3.096 .007 6.192 .436 5.044 .1 • * .4,_11.”$ F:111'1 ••• ;`: • : : • • • • :}• ;•• Envelope RISC 14th(360-10):ASD Steel Code Checks Member Shape Code C...Locfftl LC Shear... Locfftl Dir LC Pnc/om fkl Pnt/om fkl Mnvy/om ...Mnzz/om...Cb Dila_•_ • 1 M1 HSS4x4x4 .633 8.667 3 .039 8.667 z 3 67.786 92.826 •10.73 10;1605'.••1-1'b,- 2 M2 HSS4x4x4 .618 8.667 3 .064 8.667 z 3 67.786 92.826 -16 §50_1•0.70?4 +3+ F•11-._1 •. 3 M3 HSS4x4x4 .452 8.667 HSS4x4x4 .362 8.667 80 .044 8.667 v 20 67.786 92.826 • •.024 8.667 y 8 67.786 92.826 11.765 10.765 '« ••• 4 M4 . Hl-lb RISA-3D Version 15.0.2 [O:\...\...\...\Structural\Structural Calculations\New Building Vrame.r3d= Page.53 . •• •; I 4. t. Com IIDesigner p .: Aug 11,2017 S� Job Number 11:28 AM Model Name Checked By: Envelope AISC 14th(360-10):ASD Steel Code Checks (Continued) Member Shape Code C...Loc ft LC Shear... Loc ft Dir LC Pnc/om k Pnt/om k Mn /om...Mnzz/om...Cb E.n 5 M5 HSS4x4x4 .511 10.083 .015 0 60.658 92.826 10.765 10.765 H1-lb 6 M6 HSS6x6x6 .676 8.667 .093 8.667 1181.581 208.79 36.267 36.267 H1-lb 7 M7 HSS6x6x6 .491 8.667 .083 8.667 181.581 208.79 36.267 36.267 H1-1b 8 M8 HSS10x5x6 .442 29.5 .198 28.885 9 M9 HSS14x6x8 .412 15.568 48.697 266.359 42.924 69.78 H1-1b 9 M 10 HSS8x4x4 .710 18 .054 18 117.817 473.772 92.735 168.942 H1-1 b 1011 M11 HSS8x4x4 .566 0 46.391 144.335 17.777 30.529 H1 lb ® M12 HSS8x4x4 .236 8 .072 12 86.883 144.335 17.777 30.529 H1-1b 13 M13 HSS8x4x4 .217 7.1250 8 .138 12 © 8 46.391 144.335 17.777 30.529 H1-lb 14 M14 HSS6x6x6 .308 8.667 3 .184 0 86.883 144.335 17.777 30.529 H1-1b 15 M15 HSS6x6x6 .558 8.66713 .184 0 181.581 208.79 36.267 36.267 H1-1b 16 M16 HSS10x5x6 .316 29.5 13 .095 29.5 181.581.69766.3208. 9 4236.9247 69.7836.26 H1-1b 17 M17 HSS4x4x4 .924 1.416 3 .206 0 48.697 266.359 42.924 69.78 H1-1b 18 M18 C12x20.7 -KUr>... 99.982 100.898 11.702 11.702 H1-1b 19M19C12x20.7 -KUr>....,- „ 200 M2020 C 12x20.7 -KUr>... ---,- 21 M21 HSS4x3x4 .124 5.417© .071 2.031 11111 64.873 80.156 7.162 8.746 Ell Hl-lb 22 M22 HSS4x3x4 .178 1.975 M27 HSS4x3x4 .150 0 .106 0 23 M23 HSS4x3x4 .308 0 64.873 80.156 7.162 8.746 H1-1b 24 M23 HSS4x3x4 .452 0 .074 0 64.873 80.156 7.162 8.746 H1-lb 24 M24 HSS4x3x4 .412 0 .051 0 64.873 80.156 7.162 8.746 H1-1b 25 M25 HSS4x3x4 .312 0 .042 0 64.873 80.156 7.162 8.746 Hl-lb 27 .066 0 64.873 80.156 7.162 8.746 H1-1b 28 M28 HSS4x3x4 .351 0 31� ..036 036 0 PI© 64.873 80.156 7.162 8.746 gm H1-lb 29 M29 HSS4x3x4 .180 0 3 .050 0 3 64.873 80.156 7.162 8.746 H1-1b 30 M30 HSS4x3x4 .236 0 8 .091 0 3 79.004 80.156 7.162 8.746 H1-1b 31 M31 HSS4x3x4 342 0 8 .132 0 20 79.004 80.156 7.162 8.746 Hl-lb 20 79.004 80.156 7.162 8.746 11 Hl-lb if 32 M32 HSS4x3x4 .156 0 12 .089 0 ®12 79.004 80.156 7.162 8.746 H1-1b - 33M41 PIPE .5 -KL/r>...■,- „ 354 M42 PIPE .5 -KL/r>... ---,- 35 M43 PIPE .5 KL/r>..._.-_.. ---■_ 37 M45 PIPE .5 .771 3.096 3 M44 PIPE .5 .504 3.096® .021 6.192,® .436 5.044 ..014 6.192 .436 5.0441 .1111 Hl-la 38 M46 PIPE .5 -KUr>... .1 .1 H1-1a 39 M47 PIPE .5 -KL/r>... 40 M48 PIPE .5 .410 3.096 3 .017 6.192 3 .436 5.044 .1 .1 1... H1-la Member Wood Code Checks LC Member Shape UC Max Loc ft Shear...Loc ft Dir Fc' ksi Ft' ksi Fb1' k...Fb2' k...Fv' ksi RB CL CP E•n 1 1 M35 6 1 M33 6X6 .096 2.986 .138 3.023 .727 .81 1.215 1.215 .149 2.796 1 .979 3.9-1 321 1 M34 6X6X6 ..204 2.986 ,065 2.986 .093 3.023 .727 .81 1.215 1.215 .149 2.796 1 .979979 3.9- 3.9-31 327 3.023 ,727 ,81 1.215 1.215 .149 2.796 1 . 4 1 M36 6X6 .185 2.986 .296 3.023 .727 .81 1.215 1.215 .149 2.796 1 .979 3.9-3 5 1 M37 6X6 .373 2.986 .594 3.023 .727 .81 1.215 1.215 .149 2.796 1 .979 3.9-3 6 1 M38 6X6 .025 2.995 .028 3.034 .724 .81 1.215 1.215 .149 2.892 1 .975 3.9-3 7 1 M39 6X6 .046 2.977 .041 3.02 .721 .81 1.215 1.215 .149 2.985 1 .972 3.9-3 1. :M•49. .351 2.979 .247 3.024 .719 .81 1.215 1.215 .149 3.075 1 : Q. ._. 6;(6 .087 2.986 .124 3.023 fl .805 .9 1.35 1.35 .165 2.796 1 •968 3.9-3 • 1p0 2• . 4._� 62(6 • .058 2.986 .083 3.023 .976 3.9-1 •1.1 ® M35 • ei?<•3 •..184 2.986 .295 3.023 � .805 .9 1.35 1.35 .165 2.796 1 .976 3.9-1 12 © M36 6X6 .166 2.986 .267 3.023(`j .805 .9 1.35 1.35 .165 2.796 1 .976 3.9-3 • •la © 37 6X6 .336 2.986 .535 3.023 fl .805 .9 1.35 1.35 .165 2.796 1 .976 3.9-3 •: 4 2 s M 8• • � ':.t123 2.995 .026 3.034 • 21 +wM8• • •- 6 :.043 2.977 © .802 .9 1.35 1.35 .165 2.892 1 .972 3.9-3 ••• •-_.-. .036 3.02 © .799 .9 1.35 1.35 .165 2.985 1 .968 3.9-3 t6 2 • M4C 6`X6 •.•316 2.979 .222 3.024© .795 .9 1.35 1.35 .165 3.075 1 .964 3.9-3 ••• RISA-3D Velsion 15.0.2 [O:\...\...\...\Structural\Structural Calculations\New Building Frame.r3d] Page 34 • • •• ••• • • . • • . • • • . • •• •• ••• •• • • • •• ••• .1/11• .•• •.. •• •• • ••• •• • • •• .• • •... • . • ••• •• ••• • • • • • . • : • 9€.a6ed EFFEaoWed� upine MoNsuoi aIno1a3 ieniona}g\IeanlonaiS\ \ \ \Ol 3'0 SI, uoisaan a£ dS •• 4-6.£ 96' 4 96L'Z 1793' 94'3 94'3 W.4 L9Z'4 X Ezo'E LEZ' 9867 994' 9X9 EEW 04 EL • 9Z' 94'3 94'3 171'4 6E3'4 z vz0'E 6E4' 6L6'Z 264' 9X9 OM 6 ZL ••• £3 E * •; t9� • £ £• 4ba : � 8�_3. •b9Z 94'3 94'3 1717'4 6173'4 Z ZO'£ £ZO' LL6"Z 930' 9X9 6£W 6 49 •• 813E Viit,' : I. g �'3 :%9Z' 94'3 94'3 1717'4 693'4 z bso's 940' 966'Z 1740' 9X9 8EW 6 OL • £S-6'E 96' • 4 9'LZ1 1793' 94'3 94'3 1717 4 L93'4 z Ezo"E VCE' 9863 60Z' 9X9 LEW 6 69 E-6'E 96' 4 96L'311793' 94'3 94'3 1717'4 L9Z'4 A Ezo'E L94. 996'3 iO4' 9X9 9EW 6 89 £-6'E 96' !« .g6.2.7,,,,v93. 94'3 94'3 W4 L93'4 A CZO'E 1794' 986'3 944' 9X9 MN 6 L9 -�'£. .9�� • •4, °.L'Z+ 1793' 94'3 94'3 WI. 9931 A E30'E 390' 986'3 9E0' 9X9 KIN 6 99 'iTQr r• .I: 4:9'Z 1793' 94'3 94'3 1717'4 L9Z'4 A yzo'E E94' 686'3 Z£Z' 9X9 ObW 8 99 CZCIC 8L0' 986 3 1750' 9X9 MN 6 99 -tac+ 6£ 4• •yLU'E• t793* 94'3 9V3 WI. 6£3'4 E-6'E Lb6' 4 996'3 1793' 94.3 94'3 W4 6173'4 Z 30'E 1740'mit 9 40' LL6 3 L 40' 9X9 8EW 9 Z9 E-6'E 1796' 4 368'3 1793' 94'3 94'3 WI. 693'4 Z Ezo E 940' 966'3 900' 9X9 LEW 9 49 £-6'E 96- 4 96L'3 1793' 94'3 94'3 1717'4 L93'4 coZE 934' 986'3 044' 9X9 LEW 9 09 C-6'E 96' 4 96L'3 1793' 94'3 94'3 1717'4 L9Z'4 A EZo'E £84' 986'3 044 9X9 9£W 8 69 £-6•E 96' 4 96L3 1793' 94'3 94'3 1717'4 L93'4 4-6'£ 96' 4 96L'3 179Z' 94'3 94'3 1717'4 L9Z1 A Ezo's 390" 996'3 9E0" 9X9 VEIN 9 coz 'E 390' 996'3 9E0' 9X9 EMI 9 89 4-6'E 96' 4 96L'Z b9Z' 9V3 9V3 1717•4 L93'4 AZ 4Z0'E 880' 986'Z 990' 9X9 EMI L 99 E-6'E 6E6' 4 SLOE 1793' 94'3 94'3 171'4 6EZ1. 4-6'£ L176' 4 986'3 179Z' 94'3 94'3 1717'4 6t73'4 Z Z E ZL0 LL6'3 8£4' 9X9 6EW L PS 4-6'£ 1796' 4 Z68'Z b9Z' 94'3 94'3 1717'4 693'4 Z Ezo'E OOE' 99663 884' 9X9 LEW L ES E-6'E 96' 4 96L'1 179Z' 94'3 94'3 W4 L9Z'4 A Ezo'E 00EL93' 986'Z 494' 9X9 LEW L S E-6'E 96' 4 962'3 179Z' 94'3 94'3 WI, L9Z'4 L93'4 A 9 Ezo.E L93' 986'3 994' 9X9 EW L 49 E-6'E 96' 4 96L'3 179Z' 94'3 94;3 1717'4 Ezo'E 090' 996'3 L£0' 9X9 SEW L 09 4-6'£ 96' 4 96L'3 179Z' 94'3 94'3 1717'4 L93'4 A A Ezo.E 390' 986'3 6170' 9X9 CEN L 617 4-6'E 96' 4 96E? 1793' 94'3 94'3 1717'4 L93'4 Z pun 6£4' 686'3 864' 9X9 OM 9 17 £-6'E 6E6' 4 gall, 1793' 94'3 9V3 W4 6E3'4 E-6E L176' 4 986'3 1793' 94'3 94'3 17171 61731 Z 30 £ 0£O' 466'3 830' 9X9 8£W 9 917 E-6'E 1796' 4 368.2 179Z. 94'3 94'3 WI. 693'4 Z E3o'E 0E0' 966'3 L34' 9X9 LEW 9 917 E-6'E 96' 4 968'3 179Z. 94'3 94'3 W4 L9Z'4 A 93(n 604• 986.3 960' 9X9 LEW 9 1717 £-6'£ 96' 4 968'3 1793' 94'3 94'3 1717'4 L9Z'4 A EzO�E 890' 986'3 9£0' 9X9 GEN 9 £17 4-6'E 96' 4 96 E-6'£ 96' 4 96L'Z 1793' 94'3 94'3 1717'4 L9Z'4 A Ezo'E 860 986'3 990' 9X9 SEW 9 317 L'3 1793' 94'3 94'3 1717'4 L93'4 A EZO•E £6Z' 996'3 994' 9X9 CM 9 417 4-6'E 96' 4 96L'3 1793' 94'3 94'3 WI. 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Waau6isaa LCOZ' 8Z 4 L Cl6nd Auedwoa I Company : IIIRI Designer Aug 1 A 2017 SAJob m 11:28 AM Model NuNaberme Checked By: Member Wood Code Checks (Continued) LC Member Shape UC Max Locfft Shear...Locfft Dir Fc'fksi Ft'fksil Fb1'fk...Fb2'fk...Fv'Iksil RB CL CP Eon 74 10 M34 6X6 .077 2.986 .110 3.023 y 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-1 75 10 M35 6X6 .113 2.986 .181 3.023 y 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-3 76 10 M36 6X6 .157 2.986 .251 3.023 y 1.267 1.44 2.16 2.16 .264 2.796 1 .96 .3.9-3 77 10 M37 6X6 .282 2.986 .450 3.023 z 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-3 78 10 M38 6X6 .042 2.995 .047 3.034 z 1.259 1.44 2.16 2.16 .264 2.892 1 .954 3.9-3 79 10 M39 6X6 .052 2.977 .045 3.02 z 1.249 1.44 2.16 2.16 .264 2.985 1 .947 3.9-3 80 10 M40 6X6 .282 2.979 .198 3.024 z 1.239 1.44 2.16 2.16 .264 3.075 1 .939 3.9-3 81 11 M33 6X6 .080 2.986 .114 3.023 y 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-1 82 11 M34 6X6 .055 2.986 .079 3.023 y 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-1 83 11 M35 6X6 .189 2.986 .302 3.023 y 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-3 84 11 M36 6X6 .206 2.986 .329 3.023 y 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-3 85 11 M37 6X6 .278 2986 .443 3.023 z 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-3 86 11 M38 6X6 .080 2.995 .082 3.034 z 1.259 1.44 2.16 2.16 .264 2.892 1 .954 3.9-1 87 11 M39 6X6 .029 2.977 .023 3.02 z 1.249 1.44 2.16 2.16 .264 2.985 1 .947 3.9-1 88 11 M40 6X6 .288 2.979 .202 3.024 z 1.239 1.44 2.16 2.16 .264 3.075 1 .939 3.9-3 89 12 M33 6X6 .084 2.986 .120 3.023 y 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-1 90 12 M34 6X6 .055 2.986 .079 3.023 y 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-1 91 12 M35 6X6 .172 2.986 .274 3.023 y 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-3 92 12 M36 6X6 .167 2.986 .268 3.023 y 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-3 93 12 M37 6X6 .291 2.986 .464 3.023 z 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-3 94 12 M38 6X6 .031 2.995 .035 3.034 z 1.259 1.44 2.16 2.16 .264 2.892 1 .954 3.9-3 95 12 M39 6X6 .047 2.977 .041 3.02 z 1.249 1.44 2.16 2.16 .264 2.985 1 .947 3.9-3 96 12 M40 6X6 .308 2.979 .216 3.024 z 1.239 1.44 2.16 2.16 .264 3.075 1 .939 3.9-3 97 13 M33 6X6 .084 2.986 .120 3.023 y 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-1 98 13 M34 6X6 .055 2.986 .079 3.023 y 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-1 99 13 M35 6X6 .172 2.986 .275 3.023 y 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-3 100 13 M36 6X6 .163 2.986 .261 3.023 y 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-3 101 13 M37 6X6 .295 2.986 .469 3.023 z 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-3 102 13 M38 6X6 .032 2.995 .036 3.034 1.259 1.44 2.16 2.16 .264 2.892 1 .954 3.9-3 103 13 M39 6X6 .054 2.977 .047 3.02 1.249 1.44 2.16 2.16 .264 2.985 1 .947 3.9-3 104 13 M40 6X6 .282 2.979 .198 3.024 1.239 1.44 2.16 2.16 .264 3.075 1 .939 3.9-3 105 14 M33 6X6 .136 2.986 .194 3.023 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-1 106 14 M34 6X6 .058 2.986 .083 3.023 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-1 107 14 M35 6X6 .056 2.986 .090 3.023 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-3 108 14 M36 6X6 .098 2986 .157 3.023 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-3 109 14 M37 6X6 .197 2.986 .315 3.023 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-3 110 14 M38 6X6 .024 2.995 .027 3.034 1.259 1.44 2.16 2.16 .264 2.892 1 .954 3.9-3 111 14 M39 6X6 .024 2.977 .021 3.02 1.249 1.44 2.16 2.16 .264 2.985 1 .947 3.9-3 112 14 M40 6X6 .197 2.979 .139 3.024 1.239 1.44 2.16 2.16 .264 3.075 1 .939 3.9-3 113 15 M33 6X6 .050 2.986 .072 3.023 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-1 114 15 M34 6X6 .036 2.986 .052 3.023 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-1 115 15 M35 6X6 .132 2.986 .211 3.023 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-3 116 15 M36 6X6 .146 2.986 .235 3.023 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-3 117 15 M37 6X6 .193 2.986 .309 3.023 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-3 118 15 M38 6X6 .100 2.995 .102 3.034 1.259 1.44 2.16 2.16 .264 2.892 1 .954 3.9-1 119 15 M39 6X6 .058 2.977 .047 3.02 1.249 1.44 2.16 2.16 .264 2.985 1 .947 3.9-1 120 15 M40 6X6 .203 2.979 .143 3.024 1.239 1.44 2.16 2.16 .264 3.075 1 .939 3.9-3 121 16 M33 6X6 .054 2.986 .078 3.023 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-1 '16 M44.4.• &X6 ..036 2.986 .052 3.023 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-1 1 .1t3# ;, `15.4. 183 3.023 6 6 ..114 2.986 fl1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-3 '1. 11A 6. • 616 '.108 2.986 .174 3.023 f 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-3 125 16M 73 6A0 "206 2.986 ,329 3.023 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-3 126 16 M38 6X6 .013 2.995 ,015 3.034 1.259 1.44 2.16 2.16 .264 2.892 1 .954 3.9-3 r z 16 4439. 64 _419 2.977 .017 3.02 1.249 1.44 2.16 2.16 .264 2.985 1 .947 3.9-3 .' 1 8 lf/`.M4) ; 6 "6,• :223 2.979 .157 3.024 •., 1`9 1�13� 6Z6: :054 2.986 © 1.239 1.44 2.16 2.16 .264 3.075 1 .939 3.9-3 • 1 0 17 'I134'• •6X; •036 2.986 .078 3.023 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-1 .052 3.023 y 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-1 • RISA-3D Version 15.0.2 [O:\...\...\...\Structural\Structural Calculations New Building Frame.r3d] Page 36 • • : • . • • . . • • • •..• • • • . ••• •• • • • • Dempsey Aug 11,2017 11:28 AM Designer Checked By: IMIRISA Job N Modelumbere Nam Member Wood Code Checks (Continued) LC Member Shape UC Max Loc[ft] Shear...Loc[ftLDir 1:267 Ft 1.441 F2116k...F2 16 FV264] 2.796RB1L CP.96 3 ani 131 17 M35 6X6 .115 3.023 132 17 M36 6X6 .104 2.986 .167 3.023 y 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-3 133 17 M37 6X6 .209 2986 .334 3.023 z 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-3 134 17 M38 6X6 .014 2.995 .016 3.034 z 1.259 1.44 2.16 2.16 .264 2.892 1 .954 3.9-3 135 17 M39 6X6 .026 2.977 .023 3.02 z 1.249 1.44 2.16 2.16 .264 2.985 1 .947 3.9-3 136 17 M40 6X6 .197 2.979 .139 3.024 z 1.239 1.44 2.16 2.16 .264 3.075 1 .939 3.9-3 137 18 M33 6X6 .141 2.986 .202 3.023 y 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-1 138 18 M34 6X6 .051 2.986 .072 3.023 y 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-1 139 18 M35 6X6 .010 2.986 .015 3.023 y 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-1 140 18 M36 6X6 .054 2.986 .087 3.023 y 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-3 141 18 M37 6X6 .109 2.986 .175 3.023 z 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-3 142 18 M38 6X6 .021 2.995 .024 3.034 z 1.259 1.44 2.16 2.16 .264 2.892 1 .954 3.9-3 143 18 M39 6X6 .013 2.977 .011 3.02 z , 1.249 1.44 2.16 2.16 .264 2.985 1 .947 3.9-3 144 18 M40 6X6 .118 2979 .084 3.024 z 1.239 1.44 2.16 2.16 .264 3.075 1 .939 3.9-3 145 19 M33 6X6 .027 2986 .039 3.023 y 1.267 1.44 2.16 2.16 .264 ,2.796 1 .96 3.9-1 146 19 M34 6X6 .022 2.986 .031 3.023 y 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-1 147 19 M35 6X6 .091 2.986 .147 3.023 y 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-3 148 19 M36 6X6 .119 2986 .190 3.023 y 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-3 149 19 M37 6X6 .104 2.986 .166 3.023 z 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-3 150 19 M38 6X6 .145 2.995 .149 3.034 z 1.259 1.44 2.16 2.16 .264 2.892 1 .954 3.9-1 151 19 M39 6X6 .099 2.977 .080 3.02 z 1.249 1.44 2.16 2.16 .264 2.985 1 .947 3.9-1 152 19 M40 6X6 .126 2.979 .089 3.024 z 1.239 1.44 2.16 2.16 .264 3.075 1 .939 3.9-3 153 20 M33 6X6 .033 2986 .047 3.023 y 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-1 154 20 M34 6X6 .022 2.986 .031 3.023 y .1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-1 155 20 M35 6X6 .068 2986 .110 3.023 y 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-3 156 20 M36 6X6 .068 2.986 .109 3.023 y 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-3 157 20 M37 6X6 .121 2.986 .194 3.023 z 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-3 158 20 M38 6X6 .007 2.995 159 20 M39 6X6 .006 .005 3.02 z 1.249 1.44 2.16 2.16 .264 2.985 1 .947 3.9-3 160 20 M40 6X6 .153 2.979 .108 3.024 z 1.239 1.44 2.16 2.16 .264 3.075 1 .939 3.9-3 161 21 M33 6X6 .033 2.986 .047 3.023 y 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-1 162 21 M34 6X6 .022 2.986 .031 3.023 _y 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-1 163 21 M35 6X6 .069 2.986 .111 3.023 y 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-3 164 21 M36 6X6 .0621 ,2.9866 .1001 3.023 y3.023 1.267 1.44 2.16 2.16 .264 2.796 1 .96 3.9-3 165 21 M37 6X6 .125 166 21 M38 6X6 .009 2.995 .010 3.034 z 1.259 1.44 2.16 2.16 .264 2.892 1 .954 3.9- 3 167 21 M39 6X6 .016 2.977 .014 3.02 z 1.249 1.44 2.16 2.16 .264 2.985 1 .947 3.9-3 168 21 M40 6X6 .118 2979 .083 3.024 z 1.239 1.44 2.16 2.16 .264 3.075 '1 .939 3.9-3 Envelope Wood Code Checks Member Shape Code...Locfftl LC Shear...LocfftlDir LC Fc'fksil Ft fksil Fb1'f...Fb2'f...Fv'fksil RB CL 96 3 9n1 1 M33 6X6 .166 2.986 10 .237 3.023 y 10 1.267 1.44 2.16 2.16 .264 2.796 1 2 M34 6X6 .079 2.986 3 .113 3.023 y 3 1 1.125 1.688 1.688 .206 2.796 1 .97 3.9-1 3 M35 6X6 .245 2.986 3 .391 3.023 y 3 1 1.125 1.688 1.688 .206 2.796 1 .97 3.9-3 4 M36 6X6 .234 2.986 3 .374 3.023 v 3 1 1.125 1.688 1.688 .206 2.796 1 .97 3.9-3 2.986 3 .657 3.023 z 3 1 1.125 1.688 1.688 .206 2.796 1 .97 3.9--3 5 M37 6X6 .145414 2 995 19 .149 3.034 z 19 1.259 1.44 2.16 2.16 .264 2..892,:• 1'•_ . � •3.�--r 6 M38 6X6 .145 1 7 M39 6X6 .099 2.977 19 .080 3.02 z 19 1.249 1.44 2.16 2.16 .264 2985: '• ;:�57; 13.�. 8 M40 6X6 .397 2.979 3 .279 3.024 z 3 .984 1.125 1.688 1.688 .206 307__5,•_• • •• •.• • • • • • • • • • ••• .•.. • • • ••• Pa,e37• :•. RISA 3D Version 15.0.2 [O:\...\...\...\Structural\Structural Calculations\New Building F• • •d] • • q . • • • • . • • ••• ••. • • •• . . •• f.• •. .• Moment Frame Baseplate X Bearing Pressure Maximum Bearing 1.926 ksi Max/Allowable Ratio .581 ASCE Strength 4(a) • (ABIF= 1.000) :i. 3 1.926 Z t (ksi) O. ,:' , ir 0 Base Plate Stress 14 in Maximum Stress 16.018 ksi Plain Base Plate Connection Max/Allowable Ratio .33 ASCE Strength 4(a) Base Plate Thickness : 1.5 in (ABIF= 1.000) Base Plate Fy : 36.ksi 16.018 Bearing Surface Fp :3.315 ksi ii Anchor Bolt Diameter : 1.in (ksi) Anchor Bolt Material :F1554-36 0. Anchor Bolt Fu :60.ksi Column Shape : HSS6x6x8 Steel Code :AISC 14th:LRFD Concrete Code ACI 318-11 (With IBC 2012 Amendments) Anchor Bolts Bolt X(in) Z(in) Tens.(k) Vx(k) Vz(k) Fnt(ksi) ft(ksi) Fnv(ksi) fv(ksi) Unity Combination 21 5.5-5.5 5.5 5.5 8.1398.138 0. .0. .688 45. 10.363 27. .876 .307(T) ASCE Strength 6(9) 688 45. 10.362 27. .876 .307(T) ASCE Strength 6(9) 3 5.5 -5.5 12.753 0. -1.696 45. 16.238 27. 2.159 .481 (T)ASCE Strength 4(a)(5) 4 -5.5 -5.5 12.75 0. -1.696 45. 16.234 27. 2.159 .481 (T)ASCE Strength 4(a)(5) Note: Fnt and Fnv shown above include phi factors. Loads P DL 9.9(k)17 Vx(k) Vz(k) Mx(k-ft) Mz(k-ft) LL I63 1.698 -5.45 5. I .932 4.28 _3. WL 4.28 I -21.4 I ••1 • • . • •• •• • • •• ••• ••. •• • •5 `•• ••• • • • 1 • ••• ••• • • •••• • • • ••• • ••• • • S. :• • • • • • • • •• • ••. • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • •••• •• • • •• : : ••. • ••• ••• •• • •• •• • Anchor Bolt Embed Capacity Results Note: All capacities shown include phi factors Single Bolt Tension Envelope Results LC Bolt Tens.(k) Nsa(k) Ncb(k) Npn(k) Nsb(k) Unity I Ductility I LoaOd(k) ISteel(in2) I 5 1 3 112.753 I 27.27 126.619 124.528 I 0. Single Bolt Vx Envelope Results LC Bolt Vx(k) Vz(k) Vsa(k) VcbXx(k) VcbXz(k) VcbZz(k) VcbZx(k) Vcp(k) VxUnity VzUnity 11 I 1 I 0. I .594 I 11.344 139.303 186.938 139.303 186.938 149.689 I 0. I .052 Seismic Ductility&Anchor Reinforcement Results LC Bolt Vx(k) Vz(k) VxUnity VzUnity Vx-Duct Vx-L(k) Vx-St(in2) Vz-Duct Vz-L(k) IVz-St(in2)I 11 I 1 I 0. I .594 0. I .052 I N.A. I 0. I 0. I N.A. I 0. 0. Single Bolt Vz Envelope Results LC Bolt Vx(k) Vz(k) Vsa(k) VcbXx(k) VcbXz(k) VcbZz(k) VcbZx(k) Vcp(k) VxUnity VzUnity 15 I 1 I 0. I 1.696 I 11.344 139.303 186.938 139.303 186.938 149.689 I 0. I .149 I Seismic Ductility&Anchor Reinforcement Results LC Bolt Vx(k) Vz(k) VxUnity VzUnity Vx-Duct Vx-L(k) Vx-SOt(in2)I Vz-Duct.A. I Vz-OL(k) IVz-SOt(in2)I 15 I 1 I 0. I 1.696 I 0. I .149 I N.A. I 0. Single Bolt: Combined Tension and Shear Capacity Envelope Results LC Bolt Nn(k) Vnx(k) Vnz(k) SRSS Interaction 11 I 1 124.528 111.344 111.344 I .052 I N.A. I Group Bolt:Tension Capacity Envelope Results Load(k) Steel(inA2) LC Group Tens.(k) Nsa.(k) 52b25 I Nsb.(k)OUnity I .484 I N.ADuctility � 0. ( 0. I 5 I T-1 125.503 I 0. Vz Shear Groups Capacity Envelope Results k VxUnityVzUnity Gr Type Failure Vx(k) Vz(k) Vsa(k) VcbXx(k) VcbXz(k) VcbZz(k) VcbZx(k) Vcp O 5 S-1 I+Vz .173 Nr Edge 0. I 3.392 I 0. 0. I 0. 39.303 0. 39.303 1 69 933 I N.A.78.607 .086 I IFull 0. 6.784 Seismic Ductility&Anchor Reinforcement Results LC Gr Type Failure Vx(k) Vz(k) VxUnity VzUnity Vx-Duct Vx-L(k) Vx-St(in2)l Edge z-Duct Vz-L(k) Vz-St(in2) 0. 1S-1 5 14-Vz Nr Ed eI 0. 3.392 I N.A.N A. } .086 I N.A. I 0. 0. I N.A. 0. 0. l •:: • •:: .. •... • •• ••. • 6:a•• • • • • : • ' • •• • • ' • • ••• •i ••• •• • • •• • • •• •• • • •••• • • •. • • • • • • . : :•, :•• • • •• • • •• ••' Title Block Line 1 You can change this area Project Title: Engineer: Project ID: using the"Settings"menu item Project Descr: and then using the"Printing& Title Block"selection. Title Block Line 6 Printed:14 AUG 2017,10:58AM ener8� Footing File=0:1201612016355137 PAC-11STRUCT-IISTRUCT-1ldesign.ee6 Lie.#: KW-06004426 ENERCALC,INC.1983-2017,Build:10.17.7.24,Ver:10.17.7.24 Description: Moment Frame Footing Licensee: GPD ASSOCIATES Code References Calculations per ACI 318-14, IBC 2015, CBC 2016,ASCE 7-10 Load Combinations Used:ASCE 7-10 General Information Material Properties Soil Design Values fc:Concrete 28 day strength = 3.0 ksi Allowable Soil Bearing = 1.50 ksf _ fy:Rebar Yield = 60.0 ksi Increase Bearing By Footing Weight = No Ec:Concrete Elastic Modulus = 3,122.0 ksi Soil Passive Resistance(for Sliding) = 300.0cf Friction Coeff. Concrete Density = 145.0 pcf Soil/Concrete 9Values Flexure = D 90 = 0.30 p Shear = 0.750 Analysis Settings Increases based on footing Depth Min Steel%Bending Reinf. = Footing base depth below soil surface = 1.0 ft Min Allow%Temp Reinf. = 0.00180 Allow press.increase per foot of depth = ksf Min.Overturning Safety Factor = when footing base is below = ft Min.Sliding Safety Factor - 1.0 : 1 1.0 : 1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of depth Use ftg wt for stability,moments&shears Yes _ No when max.length or width is greater than Add Pedestal Wt for Soil Pressure ksf Use Pedestal wt for stability,mom&shear No = ft Dimensions Width parallel to X-X Axis = 5.50 ft Length parallel to Z-Z Axis = 5.50 ft z Footing Thickness = 12.0 in Pedestal dimensions... x io x px:parallel to X-X Axis = 7 pz:parallel to Z-Z Axis = in in Height = Rebar Centerline to Edge of Concrete... m at Bottom of footing = 3.0 in -4o w Reinforcing 5.-6" w Bars parallel to X-X Axis Number of Bars = 6.0 Reinforcing Bar Size = # 5 Bars parallel to Z-Z Axis Number of Bars = 6.0 • Reinforcing Bar Size = # 5 fir i I iMilff -'-"- I II s-#sBers 31 Bandwidth Distribution Check (ACI 15.4.4.2) X-X Section Looking to+Z Direction Requiring Closer Separation n/a Z-Z Section Looking to+X #Bars required within zone n/a #Bars required on each side of zone n/a mil?eQ L,�a,�is• ••• • • ••• ••.—' • • • • . � . • . •• • D Lr L S W E H F'•Collfifi Lo9d 9.917 5.630 OB:Overburden - 4.280 - k — — — ksf • Win = 0.0 0.0 • M•zz •" • ••• 21.400 k-ft • • •• 5.450 3.0 • • • • 0.0 0.0 . --- k-ft • 1.698 0.9320 0.0 k. • • 4.280 k •• • • •• ••• • • •• • • • • • .• • •• • • •• • • • • .: '.' ' • •• • • • • • Title Block Line 1 Project Title: Project ID: You can change this area Engineer:Project Descr: using the"Settings"menu item and then using the"Printing& Title Block"selection. Printed.14 AUG 2017,10.58AM Title Block Line 6 File=0:\2016\2016355137 PAC-1\STRUCT-11STRUCT-11design.ec6 General FootingENERCALC,INC.1983-2017,Build:10,17.7.24,Ver:10.17.7.24 Licensee: GPD ASSOCIATES Lic.#:KW-06004426 Description: Moment Frame Footing Design OK DESIGN SUMMARY MinM..Ratio "-" Item Applied--- - Capacity Governing Load Combination 8.549 1.291 ksf Overturning-X-X 3.587 k-ft 1.50 ksf +D+0.750Lr+0.750L+0.450W+H about Z-: PASS 8.549 PASS Soil Bearing 30.662 k-ft +0.60D+0.60W+0.60H PASS 1.903 Overturning-Z-Z 16.110 k-ft 30.662 k-ft +0.60D+0.60W+0.60H - PASS nla Sliding-X-X 0.0 k 0.0 k No Sliding PASS 1.163 Sliding-Z-Z 3.587 k 4.170 k +0.60D+0.60W+0.60H PASS n/a Uplift 0.0 k 0.0 k No Uplift 5.139 k-ftlft 13.192 k-ft/ft +1.20D+0.50Lr+0.50L+W+1.60H PASS 0.3895 Z Flexure(+X) 13.192 k-ft/ft +1.20D+0.50Lr+0.50L-W+1.60H PASS 0.1909 Z Flexure(-X) 2.519 k-ft/ft PASS 0.2575 X Flexure(+Z) 3.396 k-ftlft 13.192 k-ft/ft +1.20D+1.60Lr+0.50W+1.60H 2.366 k-ft/ft 13.192 k-ft/ft +1.20D+1.60Lr+0.50W+1.60H PASS 0.17933 X 1-wayxSe(Z) 82.158psi +1.20D+0.50Lr+0.50L+W+1.60H PASS 0.3003 Shear(+X) 24.670 psi +1.20D+0.50Lr+0.50L-W+1.60H PASS 0.1478 1-way Shear(-X) 12.139 psi 82.158 psi PASS 0.2026 1-way Shear(+Z) 16.645 psi 82.158 psi +1.20D+1.60Lr+0.50W+1.60H +1.20D+1.60Lr+0.50W+1.60H PASS 0.1437 1-way Shear(-Z) 11.810 psi 82.158 164.317 psisi +1.20D+1.60Lr+0.50W+1.60H PASS 0.4252 2-way Punching 69.872 psi p Detailed Results Soil Bearing Rotation Axis& Xecc Zecc Actual Soil Bearing Stress @ Location Actual I Allow Load Combination... Gross Allowable (in) Bottom,-Z Top,+Z Left,-X Right,+X Ratio 0.355 X-X,+D+H 1.50 nla 1.425 0.4126 0.5330 nla n/ana 0.355 X-X.+D+L+H 1.50 n/a 1.425 0.4126 0.5330 nla a 0.502 X-X,+D+Lr+H 1.50 n/a 1.583 0.5657 0.7522 n/a nn//a 0.502 X-X,+D+S+H 1.50 n/a 1.425 0.4126 0.5330 n/a - X-X.+D+0.750Lr+0.750L+H 1.50 n/a 1.553 0.5274 0.6974 n/a n/a 0.465 0.355 1.50 nla 1.425 0.4126 0.5330 n/a n/a X-X,+D+0.60W+0.750S+H n/a n/a 0.473 X-X,+D+0.60W+H 1.50 n/a 3.034 0.4064 0.7090 0.355 X-X,+D+0.70E+H 1.50 nla 1.425 0.4126 0.5330 n/a n/a 0.553 X-X,+D+0.750Lr+0.750L+0.450W+H 1.50 n/a 2.537 0.5228 0.8294 n/a n/a 0. 553 X-X,+D+0.750L+0.7505+0.450W+H 1.50 nla 2.680 0.4080 0.6650 n/a n/a 0.443 X-X,+D+0.750L+0.750S+0.5250E+H 1.50 n/a 1.425 0.4126 0.5330 n/a n/a 0.3315 X-X,+0.60D+0.60W+0.60H 1.50 n/a 3.860 0.2414 0.4958 n/a n/a 0.213 0.2476 Z-Z,+0.60D+0.70E+0.60H 1.50 nla 1.4250.444 1.50 4.572 nla n/a n/a 0.2796 0.666 Z-Z,+D+H 1.50 4.572 nla n/a n/a 0.2796 0.6661 0.444 Z-Z,+D+L+H Z-Z,+D+Lr+H 1.50 5.087 n/a nla n/a 0.3593 0.9586 0.639nla 0.2796 0.6661 0.444 Z-Z,+D+S+H 1.50 4.572 n/a n/a n/a 0.3394 0.8855 0.444 Z-Z,+D+0.750Lr+0.750L+H 1.50 4.988 nla nla Z-Z,+D+0.750L+0.750S+H 1.50 4.572 nla n/a n/a 0.2796 0.6661 0 444 11 Z-Z,+D+0. +H 1.50 13.009 n/a n/a n/a 0.0 1.216 Z-Z,+D+0.70E70E1.50 4.572 n/a n/a n/a 0.2796 0.6661 .444 Z-Z,+D+0.750Lr+0.750L+0.450W+H 1.50 10.168 n/a n/a n/a 0.06153 1.291 0.861 Z-Z,+D+0.750L+0.750S+0.450W+H 1.50 11.150 n/a n/a n/a 0.001636 1.071 0.714 Z-Z,+D+0.750L+0.750S+0.5250E+H 1.50 4.572 n/a n/a n/a 0.2796 016663 0.444 Z-Z,+0.60D+0.60W+0.60H 1.50 17.338 n/a n/a n/a 0.267 Z-Z,+0.60D+0.70E+0.60H 1.50 4.572 n/a n/a n/a 0.1677 0.3997 Overturning Stability Rotation Axis& Overturning Moment Resisting • Moment :talri !Rat% ; halos± Load Combination... "• +a • 1.698 k-ft 39.334 k-ft `• 23.1`5" ` : : ; c K • X-X.+D+H 39.334 k-ft • •,�3"163 • •• C#K• 1.698 k-ft ..• •• OK X-X.+D+L+H 2.630 k-ft 54.816 k-ft 20.843 X-X.+D+Lr+HS+ 1.698 k-ft 39.334 k-ft 23.165 OK X-X,+D+S+H • 2.397 k-ft 50.946 k-ft • 21.254• +•• 0 + • X-X,+D+0.750Lr+0.750L+H 1.698 k-ft 39.334 k-ft •;' • .23.1616 a r X-X,+D+0.750L+0.750S+H 4.266 k-ft 46.396 k-ft • • •1Q,8 • • '• OK •• X-X,+D+0.70W+H 1.698 k-ft 39.334 k-ft •: i .23.166 • ..• 0t ... X-X,+D+0.750Lr 4.323 k-ft 56.242 k-ft • • 13.010• OK X-X,+D+0.750Lr+0.750L+.450W+H 3.624 k-ft 44.630 k-ft 12.315 OK X X,+D+0.750L+0.750S+0.450W+H •• • •• • ••• • • • • . • • • • • • • a •. • • •• •• • •. .. Title Block Line 1 You can change this area Project Title: Engiceer: Project ID: using the"Settings"menu item Project Descr: and then using the"Printing& Title Block"selection. Title Block Line 6 General Footing Printed:14 AUG 2017,10.58AM File=0:120161201635 INCNCAC2O1 TRUCT-IISTRUCT01ldesign.ec6 Lic.#: KW-06004426 ENERCALC, .19B3-2017,Build:10.17.7.24,Ver.10.17.7,24 Description: Moment Frame Footing Licensee:GPD ASSOCIATES Overturning Stability Rotation Axis& Load Combination... OverturningMoment Resisting Moment Stability Ratio Status X-X,+D+0.750L+0.750S+0.5250E+H 1.698 k-ft X-X,+0.60D+0.60W+0.60H 3.587 k-ft 39.334 k-ft 23.1655OK 30.662 k-ft 8.5 X-X,+0.60D+0.70E+0.60H 1.019 k-ft 49 OK Z-Z,+D+H 5.450 k-ft 23.60 k-ft 23.165 OK Z-Z.+D+L+H 5.450 k-ft 39.334 k-ft 7.217 OK Z-Z,+D+Lr+H 8.450 k-ft 39.334 k-ft 7.217 OK Z-Z,+D+S+H 5.450 k-ft 54.816 k-ft 6.487 OK Z-Z,+p+0.750Lr+0.750L+H 39.334 k-ft 7.217 OK 7.70 k-ft 50.946 k-ft 6.616 OK Z-Z,+D+0.750L+0.750S+H Z-Z,+D+0.60W+H 5.450 k-ft 39.334 k-ft 7.217 OK Z-Z,+D+0.70E+H 18.290 k-ft 46.396 k-ft 2.537 OK Z-Z.+D+0.750Lr+0.750L+0.450W+H 5.450 k-ft 39.334 k-ft 7.217 OK Z-Z,+D+0.750L+0.750S+0.450W+H 15.080 k-ft 56.242 k-ft 3.245 OK Z-Z,+D+0.750L+0.750S+0.5250E+H 15.080 k-ft 44.630 k-ft 2.9601OK Z-Z.+0.60D+0.60W+0.60H 5.45016.110 k-ft 39.334 k-ft 1.903 OK Z-Z,+0.60D+0.70E+0.60H 27 k-ft 30.6623. k-ft 7.217 OK 3.270 k-ft 23.60 k-ft 7.217 OK Sliding Stability All units k Force Application Axis Load Combination... Sliding Force Resisting Force Stability Ratio Status X-X,+D+H 0.0 k X X,+p+L+H 0.0 k 5.116 k No Sliding OK X-X,+D+Lr+H 0.0 k 5.116 k No Sliding OK X-X,+D+S+H 0.0 k 6.805 k No Sliding OK X-X,+D+0.750Lr+0.750L+H 0.0 k 5.116 k No Sliding OK X-X,+p+0.750L+0.750S+H 0.0 k 6.383 k No Sliding OK X-X,+D+0.60W+H O 0 k 5.116 k No Sliding OK X-X,+D+0.70E+H 5.886 k No Sliding OK X-X,+D+0.750Lr+0.750L+0.450W+H 0.0 k 5.116 k No Sliding OK X-X,+D+0.750L+0.750S+0.450W+H 0.0 k 6.9614 k No Sliding OK 0.0 k 5. X-X,+D+0.750L+0.750S+0.5250E+H 116 6 k No k No Sliding OK 0.0 k 5.11 X-X,+0.60D+0.60W+0.60H Sliding OK X-X.+0.60D+0.70E+0.60H 0.0 k 4.170 k No Sliding OK Z-Z,+D+H 0.0 k 3.40 k No Sliding OK Z-Z,+D+L+H 1.698 k 5.116 k 3.013 OK Z-Z,+D+Lr+H 1.698 k 5.116 k 3.013 2.630 k 6.805 k OK Z Z,+p+S+H 1.698 k 2.587 OK Z-Z,+p+0.750Lr+0.750L+H 2.397 k 5.116 k 3.013 OK Z-Z,+D+0.750L+0.750S+H 1.698 k 6.38311 k 2.6631OK 5. Z-Z,+D+0.750L+0.7505+0.450W+H 3.624 k5.694 k 1.574 k 3.573 OK Z-Z,+D+0.750L+0.7505+0.5250E+H 1.698 k1 OK Z-Z,+0.60D+0.60W4 +0.60H 3.587 k 4.170 0 k k .333.01316OK Z-Z,+0.60D+0.70E+0.60H 1.019 k 3.4 37 OK Z-Z,+D+0.60W+H 4.266 k 3.40 k 3.337 OK Z-Z,+p+0.70E+H 1.698 k 5.886 k 1.380 OK Z-Z,+D+0.750Lr+0.750L+0.450W+H 4.323 k 5.116 k 3.013 OK Footing Flexure 6.961 k 1.610 OK Flexure Axis&Load Combination Mu Side Tension As Req'd Gym.As Actual As k-ft Surface in^2 in42 Phi- Status inA 2 k-ft X-X,+1.40D+1.60H 1.952 +Z Bottom % X-X,+1.40D+1.60H 0.2592 Min Temp 0.3382 13.192 OK 1.519 -Z Bottom 0.2592 Min Temp% 0.3382 X.)',-1. 0a I OL•t+1.60L+1•S0� • 2.067 +Z Bottom 0.2592 Min Temp% 13.192 OK X•X,4-1.2e, f CI.r+160:+1.f)H : 1.612 0.3382 13.192 OK ;Ix,t1.20fj+1;01:•+0 503+1.6QH • 1.673 +Z Bottom 0.2592 Min Temp p% 0.3382 13.192 OK X-k,rt-1.2R3+1.69L+G GS+144 •;• 1.302 -Z Bottom 0.2592 Min Temp% 0.3382 13.192 OK X-X.+1.200+1.60Lr+0.50L+1.60H 2.934 +Z Bottom 0.2592 Min Temp% 0.3382 13.192 OK 0.2592 Min Temp X-X,+1.20D+1.60Lr+0.50L+1.60H 2.293 -Z Bottom 0.3382 13.192 OK •X-X.•+�.20D+1.A Lr+Q.50W+1.6 H 0.2592 Min Temp% 0.3382 13.192 OK :X-X,:+-1.20D11.601.2 010W+1.gp • 3.396 +Z Bottom 0.2592 Min Temp% 0.3382 13.192 OK 2.366 -Z Bottom 0.2592 Min Temp% 0.3382 .• X-X*`+1.2£D01.60Lr.0. V1{-1.$0Fj : 2.472 +Z Bottom o 13.192 OK •••X-X.+•1.20D+16•ILIVOW+1.'SQtf :• 2.220 -Z Bottom 0.2592 Min Temp% 0.3382 13.192 OK 0.2592 Min Temp% 0.3382 13.192 OK S. . _ •• :• •• :• •• • • • •• • •• • • • • ••• • • • •• •.:' .: • Title Block Line 1 Project Title: Project ID: You can change this area Engineer:Project Descr: using the"Settings"menu item and then using the"Printing& Title Block"selection.- Printed.14 AUG 2017,10 58A Title Block Line 6 File=0:1201612016355\37_PAC-1\STRUCT-1\STRUCT-11design.ec6 General Footing ENERCALC,INC.1983-2017,Build:10.17.7.24,Ver.10.17.7.24 Licensee:GPD ASSOCIATES Li c.#:KW-06004426 Description: Moment Frame Footing Footing Flexuren Status Mu Side Tension As Req'd GyAs Actual As Phk-ft Flexure Axis&Load Combination k-ft Surface in^2 1.673 +Z Bottom 0.2592 Min Temp% 0.3382 13.192 OK X-X,+1.20D+0.50L+1.605+1.60H 0.3382 13.192 OK X-X.+1.20D+0.50S40.5 W+l.6 H 1.335 -Z Bottom 0.2592+Z Bottom 0.2592 Min Temp%° 0.3382 13.192 OK X-X.+1.200+1.60S+0.50W+1.60H 2.135 0.3382 13.192 OK X-X,+1.20D+1.60S+0.50W+1.60H H 1.27511 +Z Bottom 0.2592 Min Temp om 0.2592 Min Temp%° 0.3382 13.192 OK X-X,+1.200+1.60S-0.50W+1.60H 1.211 0.3382 13.192 OK X-X,+1.20D+0.5OLr+ .50 +LION 12.9991 -Z Bottom 0.2592 Min Temp+Z Bottom 0.2592 Min Temp%° 0.3382 13.192 OK - X-X,+1.20D+0.50Lr+0.50L+W+1.60H 2.9910.3382 13.192 OK X-X,+1.20D+0.50Lr+0.50L+W+1H 1. 43 -Z Bottom 0.2592 Min Temp+Z Bottom 0.2592 Min Temp%° 0.3382 13.192 OK X-X,+1.20D+0.50Lr+0.50L-W+1.6060H 1.1143 X-X,+1.20D+0.50Lr+.50S W+1.60H 1.596 Z Bottom 0.2592 Min Tema Bottom 0.2592 Min Temp%° 0 3382 13.192 OK 0.3382 13.192 OK X-X.+1.20D+0.50L+0.50S+W+1.60H 2.597 0.2592 Min emp 0.3382 13.192 OK X-X,+1.20D+0.50L-0.50S-W+1.6 HH 1.488 +Z Bottom 0.2592 Min Temp%° 0.3382 13.192 OK X-X,+1.20D+0.50L+0.50S-W+1.60H 0.7488 0.3382 13.192 OK X-X,+1.20D+0.50L+0.50S-W+1.60H+E 1.1566 +Z Bottom 0.2592 Min Temp Bottom 0.2592 Min Temp%° 0.3382 13.192 OK X-X,+1.20D+0.50L+0.20S+E+1.60H 1.673 0.3382 13.192 OK X-X,+1.20D+W+0.90.20S+E+1.60H 1.379 +Z Bottom 0.2592 Min Temp Bottom 0.2592 Min Temp%° 0.3382 13.192 OK X-X.+0.90D+W+0.90H 2.179 X-X.+0.900+W+0.90H 1.123 -Z Bottom 0.2592 Min Tema% 0.3382 13.192 OK 0.3382 13.192 OK X-X.+0.90D-W+0.90H 0.3306 +Z Bottom 0.2592 Min Temp% 0.3382 13.192 OK X-X,+0.90D-W+0.90H 0.8308 -Z Bottom 0.2592 Min Temp% 0.3382 13.192 OK X-X,+0.90D+E+0.90H 1.255 +Z Bottom 0.2592 Min Temp% 0.3382 13.192 OK X-X,+0.90D+E+0.90H 0.9768 -Z Bottom 0.2592 Min Temp% 0.3382 13.192 OK Z-Z,+1.40D+1.60H 1.042 -X Bottom 0.2592 Min Temp% 0.3382 13.192 OK Z-Z,+1.40D+1.60H 2.429 +X Bottom 0.2592 Min Temp% 0.3382 13.192 OK Z-Z,+1.20D+0.50Lr+1.60L+1.60H 12.570 +X Bottom 0.2592 Min Temp om 0.2592 Min Temp%° 0.3382 13.192 OK Z-Z,+1.20D+0.50Lr+1.60L+1.60H 2.570 -X Bottom 0.2592 Min Temp% 0.3382 13.192 OK 2. _ Z-Z,+1.200+1.60L+0.50S+1.60H 2.082 Z-Z,+1.20D+1.60L+0.50S+1.60H 0.8932 +X Bottom 0.2592 Min Temp% 0.3382 13.192 OK 0.3382 13.192 OK Z-Z,+1.20D+1.60Lr+0.50L+1.60H 1.583 -X Bottom 0.2592 Min Temp%+X Bottom 0.2592 Min Temp% 0.3382 13.192 OK +1.60H 3.644 % 13.192 OK Z-Z,+1.20D+1.60Lr+0.50L -X Bottom 0.3382 Z-Z,+1.20D+1.60Lr+0.50W+1.60H 0.8780 +X Bottom 0.2592 Min Temp% 0.3382 13.192 OK Z-Z.+1.200+1.60Lr+0.50W+1.60H 4.884 0.3382 13.192 OK Z-Z.+1.20D+1.60Lr-0.50W+1.60H 2.404 -X Bottom 0.2592 Min Temp+X Bottom 0.2592 Min Temp%0 0.3382 13.192 OK Z-Z,+1.200+1.60Lr-0.50W+1.60H 2.404 0.3382 13.192 OK Z-Z,+1.20D+0.50L+1.60S+1.60H 0.8082 +X Bottom 0.2592 Min Temp 0.2592 Min Temp%° 0.3382 13.192 OK Z-Z.+1.20D+0.50L+1.60S+1.60H 2.082 0.3382 13.192 OK Z-Z.+1.20D+1.60S+0.50W+1.60H 0.1322 -X Bottom 0.2592 Min Temp+X Bottom 0.2592 Min Temp% 0.3382 13.192 OK Z-Z,+1.200+1.60S+0.50W+1.60H 3.322 0.3382 13.192 OK Z-Z,+1.20D+1.60S-0.50W+1.60H 1.420 -X Bottom 0.2592 Min Temp+X Bottom 0.2592 Min Temp%° 0.3382 13.192 OK Z-Z,+1.20D+1.50Lr4O.5W+1.60HW±l. 0.8420 0.2592 Min Temp% 0.3382 13.192 OK Z-Z,+1.20D+0.50Lr+0.50L+W+1.60H 0.2139 -X Top+X Bottom 0.2592 Min Temp% 0.3382 13.192 OK Z-Z,+1.20D+0.50Lr+0.50L+W+1.60H 5.139 0.3382 13.192 OK Z-Z,+1.20D+0.50Lr+0.50L-W+1.60H 2.519 -X Bottom 0.2592 Min Temp+X Bottom 0.2592 Min Temp%° 0.3382 13.192 OK Z-Z,+1.20D+0.50L40.50 L+W+1.60H 0.09022 0.2592 Min Temp% 0.3382 13.192 OK Z-Z.+1.20D+0.50L+0.50S+W+1.60H 0.380 -X Top+X Bottom 0.2592 Min Temp% 0.3382 13.192 OK Z-Z.+1.20D+0.50L+0.50S+W+1.60H 4.6990.3382 13.192 OK Z-Z.+1.20D+0.50L+0.50S-W+1.60H 2.332 -X Bottom 0.2592 Min Temp0.2592 Min Temp%° 0.3382 13.192 OK Z-Z.+1.20D+0.50L+0.50S-W+1.60H 0.3689 +X Top 0.3382 13.192 OK Z-Z,+1.20D+0.50L+0.20S+E+1.60H 0.8082 +X Bottom 0.2592 Min Temp 0.2592 Min Temp%° 0.3382 13.192 OK Z-Z,+0.90D-iW50L90.20S+E+1.60H 2.. 362 0.2592 Min Tema% 0.3382 13.192 OK Z-Z,+0.900+W+0.90H 0.4364 -X Top 0.3382 13.192 OK Z-Z.+0.90D+W+0.90H 4.345 +X Bottom 0.2592 Min Temp% 0.3382 •• 13.192. • • OK Z-Z.+0.90D-W+0.90H 2.505 -X Bottom 0.2592 Min Temp% • K7, 0.4935 +X Top 0.2592 Min Temp% 0.3382 . • 43.1)92• :.• n Z-Z,+0.90D-W+0.90H ° 0.'382 • '•T3.192• • • OK* Z-Z,+0.90D+E+0.90H 0.6699 -X Bottom 0.2592 Min Temp 0,382 • 7, P3.t94• 7,•• U. Z Z.+0.900+E+0.90H 1.561 +X Bottom 0.2592 Min Temp/° ••• ••• • One Way Shear Load Combination... Vu @-X Vu @+X Vu @-Z Vu @+Z Vu:Max Phi Vn Vu I Ph• i*Vn Status. +1.40D+1.60H 5.32 Psi 11.82 psi 7.56 psi 9.58 psi 11.82 pSi:• .'84.16 psi•. • 4.14 0.04 7, 0.00• +1.20D+0.50Lr+1.60L+1.60H 5.66 psi 12.51 psi 8.02 psi 10.15 psi 12.51 psi. •8 .16 p 7, ; 012 •7, 0.00.7, +1.20D+1.60L+0.50S+1.60H 4.56 psi 10.14 psi 6.48 psi 8.22 psi 10.14 psi• • +1.20D+1.60Lr+0.50L+1.60H 8.07 psi 17.74 psi 11.40 psi 14.41 psi 17.74 psi• $2.16 psi 0.22 0.00 _ •• • • • : ••• • • • • • • • • • • • • • ••• •• •. • • • • . . • i Title Block Line 1 You can change this area Project Title: Engineer: Project ID: using the"Settings"menu item Project Descr: and then using the"Printing& Title Block"selection. Title Block Line 6 • Printed:14 AUG 2017,10:58AM _ Genera Footing Ale=0:1201612016355137 PAC-11STRUCT-11STRUCT-11design.ec6 Lic.#: KW-06004426 ENERCALC,INC.1983.2017,Build:10.17.7.24,Ves10.17.7.24 Description: Moment Frame Footing Licensee: GPD ASSOCIATES One Way Shear Load Combination... Vu @-X Vu @+X Vu @-Z Vu @+Z Vu:Max Phi Vn +1.200+1.60Lr+0.50W+1.60H Vu/Phi*Vn Status +1.20D+1.60Lr-0.50W+1.60H 4.83 psi 23.63 psi 11.81 psi 16.65 psi 23.63 psi 82.16 psi 0.29 0.00 +1.200+1.50L+1.605+1.60H 11.31 psi 11.86 psi 10.99 psi 12.18 psi 12.18 psi 82.16 psi 0.15 0.00 +1.200+1.50L+0.50W+160 H 4.56 psi 10.14 psi 6.48 psi 8.22 psi 10.14 psi 82.16 psi 0.12 0.00 +1.200+1.605-0.500+1.6 H 1.31 psi 16.02 psi 6.89 psi 10.45 psi 16.02 psi 82.16 psi 0.20 0.00 7.80 psi 4.25 psi 6.07 psi 5.98 psi 7.80 psi 82.16 psi 0.09 0.00 - +1.20D+0.50Lr+0.50L+W+1.60H 0.81 psi 24.67 psi 8.83 psi 14.62 psi 24.67 psi 82.16 psi 0.30 0.00 +1.200+0.50Lr+0.50L-W+1.60H 12.14 psi 0.74 psi 7.20 psi 5.68 psi 12.14 psi 82.16 psi 0.15 0.00 +1.20D+0.50L+0.50S+W+1.60H 1.84 psi 22.50 psi 7.29 psi 12.68 psi 22.50 psi 82.16 psi 0.27 0.00 +1.20D+0.50L+0.50S-W+1.60H 11.17 psi 1.64 psi 5.66 psi 3.75 psi 11.17 psi 82.16 psi 0.14 0.00 +1.20D+0.50L+0.20S+E+1.60H 4.56 psi 10.14 psi 6.48 psi 8.22 psi 10.14 psi 82.16 psi 0.12 0.00 +0.900+W+0.90H 2.38 psi 20.66 psi 5.67 psi 10.63 psi 20.66 psi 82.16 psi 0.25 0.00 +0.90D-W+0.90H 11.51 psi 2.44 psi 4.04 psi 1.69 psi 11.51 psi 82.16 psi 0.14 0.00 +0.90D+E+0.90H 3.42 psi 7.60 psi 4.86 psi 6.16 psi 7.60 psi 82.16 psi 0.09 0.00 Two-Way"Punching"Shear Load Combination... All units k Vu Phi*Vn Vu I Phi*Vn Status +1.40D+1.60H 42.09 psi 164.32 psi 0.2561 +1.20D+0.50Lr+1.60L+1.60H0.2715 OK +1.20D+1.60L+0.50S+1.60H 44.618 psi psi 164.32psi 0.385164.32psi 19OK 63.39 +1.20D+1.60Lr+0.50L+1.60H7 OK 63.39 psi 164.32psi 0.42 +1.200+1.60Lr+0.50W+1.60H 52 OK +1.20D+1.60Lr-0.50W+1.60H 56.90 psi 164.32psi 0.4252 OK +1.20D+0.50L+1.60S+1.60H 36.08 psi 164.32psi 0.3463 OK +1.20D+1.605+0.50W+1.60H 36.08 psi 164.32psi 0.21960.2OK +1.200+1.60S-0.50W+1.60H 29.59 psi 164.32psi 80OK +1.20D+0.50Lr+0.50L+W+1.60H 29.59 psi 164.32psi 0.1801 OK +1.20D+0.50Lr+0.50L-W+1.60H 57.63 psi 164.32 psi 0.3507 OK +1.20D+0.50L+0.50S+W+1.60H 31.64 psi 164.32 psi 0.19250. OK +1.20D+0.50L+0.50S-W+1.60H 49.13 psi 164.32psi 0.1407407 OK +1.20D+0.50L+0.205+E+1.60H 23.120psi 164.32psi 2OK +0.900+W+0.90H 36.08 psi 164.32 psi 0.2196 OK +0.90D-W+0.90H 40.27 psi 164.32psi 0.2451 +0.90D- +0.90H 14.55 psi 164.32 psi 0.08853 OK 27.06 psi 164.32psi 0.1647 OK OK ••: • • • ; ••• ••. • • • • •• ••• • •• • . . .•.•••: • • • • • : • • ••. ••• • ••. e •. • • • • • • 41. . . .0• . : . • ••• • • • • • • • . • • •• • •• •• • • • • • . • • • • •• • • • • • • • •• • • • • •• • • •.• • • •• �.• •.• • . , Title Block Line 1 Project Title: Project ID: You can change this area Engineer: Project Descr: using the"Settings"menu item and then using the"Printing& Title Block"selection. Printed.,aAUG zo,7,,+:osnM Title Block Line 6 File=0:1201612016355137_PAC-IISTRUCT-1\STRUCT-11design.ec6 WOOCI Beam ENERCALC,INC,1983-2017,Build:10.17.7.24,Ver,10.17.7.24 Licensee:GPD ASSOCIATES Lic.#: KW-06004426 Description: Typ Header(worst case @ drive thru) CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016,ASCE 7-10 Load Combination Set: IBC 2015 Material Properties Analysis Method: Allowable Stress Design Fb+ 1,000.0 psi E:Modulus of Elasticity Load Combination IBC 2015 Fb- 1,000.0 psi Ebend-xx 1,700.0 ksi Fc-Prll 1,500.0 psi Eminbend-xx 620. ksi Wood Species : Douglas Fir-Larch Fc-Perp 625.0 psi Fc 180.0 psi Wood Grade : No.1 Ft 675.0 psi Density 31.20pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling S(o.05) b b b b 0(0.06)S(0.075) b b b t 3-2x6 r"kh 141 Span=5.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load D=0.020, S=0.0250 ksf, Tributary Width=3.0 ft,(roof) Uniform Load: S=0.050, Tributary Width=1.0 ft,(drift) DESIGN SUMMARY x.11 Design OK K1 1 Maximum Bending Stress Ratio = 0.205 1 Maximum Shear Stress Ratio = 0.2x6 Section used for this span 3-2x6 Section used for this span psi:Actual = 305.79 fv:Actual = 22.92 psi 207.00 FB:Allowable = 1,495.00psi Fv:Allowable = psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 2.500ft Location of maximum on span = 0.000 ft#1 Span#where maximum occurs = Span#1 Span#where maximum occursSpan Maximum Deflection Ratio= 3599>=360 Max Downward Transient Deflection 0.017 in Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.025 in Ratio= 2431>=240. Max Upward Total Deflection 0.000 in Ratio= 0<240.0 Maximum Forces&Stresses for Load Combinations Shear Values Load Combination Max Stress Ratios Moment Values Segment Length Span# M V Cd C FN Ci Cr Cm C t CL M lb F'b V N F'v +D+H . £i I • 0.60 • WO*� ••0.00 Length=5.0 ft 1 0.085 0.046 0.90 1.300 1.00 1.00 1.00 1.00 1.00 0.19 99.17 •• 1170/0 : •0.t.• 7.3 162,00 0 +D+L+H 1.300 1.00 1.00 1.00 1.00 1.00 : 0. 0 •• •0.00 : 133)0: . OBJ Length=5.0 ft 1 0.076 0.041 1.00 1.300 1.00 1.00 1.00 1.00 1.00 0.19 99.17.: 300.00 • 0.0.12. 0.00 10.00 +D+Lr+H 1.300 1.00 1.00 1.00 1.00 1.00 Length=5.0 ft 1 0.061 0.033 1.25 1.300 1.00 1.00 1.00 1.00 1.00 0.19 99.17 1625.00 0.12 7.43 225.00 +D+S+H 1.300 1.00 1.00 1.00 1.00 1.00 •.. 1100 41.00••Q.00 •:U.OG Length=5.0 ft 1 0.205 0.111 1.15 1.300 1.00 1.00 1.00 1.00 1.00 0.58 305.79: 144.55. • 0 D8:QQ.92 ...am .• +D+0.750Lr+0.750L+H 1.300 1.00 1.00 1.00 1.00 1.00 . • •.• Length=5.0 ft 1 0.061 0.033 1.25 1.300 1.00 1.00 1.00 1.00 1.00 0.19 99.1�I: 165.00 0.5.00 12 2 •7.43 7.43 X0.00 +D+0.750L+0.750S+H 1.300 1.00 1.00 1.00 1.00 1.00 • •• • • • • • • • • • • •• • • • • • • • • • • • •• •• •• • • ••• • 3 Q-' ^ Title Block Line 1 You can change this area Project Title: Engineer: Project ID: using the"Settings"menu item Project Descr: and then using the"Printing& Title Block"selection. Title Block Line 6 Printed:14 AUG 2017,11:06AM Wood Beam File=0:12016'12016355137PAC-11STRUCT-11STRUCT-1ldesign.ec6 Lic.#: KW-06004426 ENERCALC,INC.1983.2017,Build:10.17.7.24,Ver.10.17.7.24 Description: Drive thru Beam(main roof) Licensee: GPD ASSOCIATES Load Combination Max Stress Ratios Moment Values Segment Length Span# M V Cd C FN Ci Cr Cm C t CL Shear Values M fb F'b V fv F'v Length=9.50 ft 1 0.416 0.284 1.15 1.000 1.00 1.00 1.00 1.00 1.00 9.66 1,147.59 2760.00 3.33 86.41 304.75 +D+0.60W+H 1.000 1.00 1.00 1.00 1.00 1.00 Length=9.50 ft 1 0.151 0.103 1.60 1.000 1.00 1.00 1.00 1.00 1.00 4.88 579.34 3840.00 1.68 43.62 424.00 +D+0.70E+H 1.000 1.00 1.00 1.00 1.00 1.00 Length=9.50 ft 1 0.151 0.103 1.60 1.000 1.00 1.00 1.00 1.00 1.000.00 1.68.60 0.00 0.00 4.881.000 1.00 1.00 1.00 1.00 1.00 0.00 43.62 420.00 +D+0.750Lr+0.750L+0.450W+H 579.34 3840.00 0.00 - Length=9.50 ft 1 0.151 0.103 1.60 1.000 1.00 1.00 1.00 1.00 1.00 4.88 579.34 3840.00 1.68 43.62 424.00 +D+0.750L+0.750S+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 Length=9.50 ft 1 0.299 0.204 1.60 1.000 1.00 1.00 1.00 1.00 1.00 9.66 1,147.59 3840.00 3.33 86.41 424.00 +D+0.750L+0.750S+0.5250E+H 1.000 1.00 1.00 1.00 1.00 1.00 Length=9.50 ft 1 0.299 0.204 1.60 1.000 1.00 1.00 1.00 1.00 1.00 9.66 1,147.59 3840.00 3.33 86.41 424.00 +0.60D+0.60W+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 Length=9.50 ft 1 0.091 0.062 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.93 347.60 3840.00 1.01 26.17 424.00 +0.60D+0.70E+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 Length=9.50 ft 1 0.091 0.062 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.93 347.60 3840.00 1.01 26.17 424.00 Overall Maximum Deflections Load Combination Span Max.""Defl Location in Span Load Combination Max."+^Defl Location in Span +D+S+H 1 0.1926 4.785 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 4.741 4.741 Overall MINimum 1.233 1.233 2.054 2.054 +H 2.054 2.054 +Dr+H 2.054 2.054 +S+H 4.741 4.741 +D+0.750Lr+0.750L+H 2.054 2.054 _ +D+0.750L+0.750S+H 4.069 4.069 +D+0.60W+H 2.054 2.054 +D+0.70E+H 2.054 2.054 +D+0.750Lr+0.750L+0.450W+H 2.054 2.054 +D+0.750L+0.7505+0.450W+H 4.069 4.069 +0+0.750L+0.7505+0.5250E+H 4.069 4.069 +0.60D+0.60W+0.60H 1.233 1.233 +0.60D+0.70E+0.60H 1.233 1.233 D Only 2.054 2.054 Lr Only L Only S Only 2.687 2.687 W Only E Only H Only i •• • ••• •• 0a •t • •• ••• •• •• • • ••• •• • • • •• ••• •• • • • S.. •• • • ••• • • • • • • ►•• a• •• • y • • •• • • • • • •• • • •• • • •• • • • • • s • •• •• •• • • • •• • • • • + • • •• •• •• ••• , , Title Block Line 1 Project Title: Project ID: You can change this area Engineer: using the"Settings"menu item Project Descr: and then using the"Printing& Title Block"selection. Printed:14 AUG 2017,11:30AM - Title Block Line 6 File=0:\201612016355137_PAC-1\STRUCT-11STRUCT-1ldesign.ec6 Wood Beam ENERCALC,INC 1983.2017,Build:10.17.7.24,Ver.10.17.7.24 Licensee:GPD ASSOCIATES Lic.#: KW-06004426 Description: Parapet Extension(new Addition) CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016,ASCE 7-10 Load Combination Set: IBC 2015 Material Properties Analysis Method: Allowable Stress Design Fb+ 900 psi E:Modulus of Elasticity Fb- 900 psi Ebend-xx 1600ksi Load Combination iBC 2015 Fc-PrIl 1350 psi Eminbend-xx 580 ksi Wood Species : Douglas Fir-Larch Fc-Perp 625 psi 180 psi Wood Grade :No.2 Ft 575 psi Density 31.2 pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling S(0.05) S)b 5) b y, b b b b b t b b b b b b bril s 2x6 Sik, 2x6 14 Span=0.750 ft .I Span=2.50 ftfil Applied Loads Service loads entered.Load Factors will be applied for calculations. ---------- _ Load for Span Number 1 Uniform Load: W=0.03150 ksf, Tributary Width=0.0 ft,(wind) Uniform Load: S=0.050, Tributary Width=1.0 ft,(drift) Load for Span Number 2 - Uniform Load: W=0.03150 ksf, Tributary Width=0.0 ft,(wind) Uniform Load: S=0.050, Tributary Width=1.0 ft,(drift) Design OK DESIGN SUMMARY - 0.184 1 Maximum Shear Stress Ratio = 0.187 : 1 S Maximum Bending Stress Ratio = Section used for this span 2x6 Section used for this span 2x6 38.66 fb:Actual = 247.93 psi fv:Actual = psi FB:Allowable = 1,345.50 psi Fv:Allowable = 207.00 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 0.750ft Location of maximum on span == 0.461 ft#1 Span#where maximum occurs = Span#1 Span#where maximum occursSpan Maximum Deflection Ratio= 3410> 360 Max Downward Transient Deflection 0.018 in Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.018 in Ratio= 3410>=240. Max Upward Total Deflection -0.000 in Ratio= 31641>=240. ,• • Maximum Forces&Stresses for Load Combinations Moment values :".11. a••V.4U i Load Combination Max Stress Ratios C C CCrCmC C M lb •i•Fb.:• ••V:•• No• •F`v Segment Length Span# M V d FN i r t L +D LH 0.00 0.00 0.00 0.00 Length=0.750 ft 1 0.90 1.300 1.00 1.00 1.00 1.00 1.00 1053.00 0.00 0.00 Jt2,2.00• Length=2.50 ft 2 0.90 1.300 1.00 1.00 1.00 1.00 1.00 ••40450. Ai) •000 12.00; • �Xi0• +0.00 • +D+L+H 1.300 1.00 1.00 1.00 1.00 1.00 • 4.00, . II.OQ . • Length=0.750 ft 1 1.00 1.300 1.00 1.00 1.00 1.00 1.00 ,;117 00• ®.06 •g1.ti0 W•.00••• Length=2.50 ft 2 1.00 1.300 1.00 1.00 1.00 1.00 1.00 •1170.6•0 0t0 0.00 180.00 +D+Lr+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 •• • • •• • • • • • •• •• • • . • • • • • •• • • --S ,-, Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr: and then using the"Printing& Title Block"selection. Title Block Line 6 Printed:14 AUG 2017,11:30AM Wood Beam File=0:\201612016355137 PAC-11STRUCT-tlsTRUCT-1ldeslgrt.ec6 ENERCALC,INC.1983.2017,Build.10.17.7.24,Vec10.17.7.24 Lic.#:KW-06004426 Licensee:GPD ASSOCIATES Description: Parapet Extension(new Addition) Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd C EN Ci Cr Cm C t CL M tb F'b V fv F'v Length=0.750 ft 1 1.25 1.300 1.00 1.00 1.00 1.00 1.00 1462.50 0.00 0.00 225.00 Length=2.50 ft 2 1.25 1.300 1.00 1.00 1.00 1.00 1.00 1462.50 0.00 0.00 225.00 +O+S+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=0.750 ft 1 0.184 0.187 1.15 1.300 1.00 1.00 1.00 1.00 1.00 0.16 247.93 1345.50 0.21 38.66 207.00 Length=2.50 ft 2 0.184 0.187 1.15 1.300 1.00 1.00 1.00 1.00 1.00 0.16 247.93 1345.50 0.10 38.66 207.00 +D+0.750Lr+0.750L+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=0.750 ft 1 1.25 1.300 1.00 1.00 1.00 1.00 1.00 1462.50 0.00 0.00 225.00 Length=2.50 ft 2 1.25 1.300 1.00 1.00 1.00 1.00 1.00 1462.50 0.00 0.00 225.00 _ +D+0.750L+0.750S+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=0.750 ft 1 0.138 0.140 1.15 1.300 1.00 1.00 1.00 1.00 1.00 0.12 185.95 1345.50 0.16 28.99 207.00 Length=2.50 ft 2 0.138 0.140 1.15 1.300 1.00 1.00 1.00 1.00 1.00 0.12 185.95 1345.50 0.08 28.99 207.00 +D+0.60W+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=0.750 ft 1 1.60 1.300 1.00 1.00 1.00 1.00 1.00 1872.00 0.00 0.00 288.00 Length=2.50 ft 2 1.60 1.300 1.00 1.00 1.00 1.00 1.00 1872.00 0.00 0.00 288.00 +D+0.70E+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=0.750 ft 1 1.60 1.300 1.00 1.00 1.00 1.00 1.00 1872.00 0.00 0.00 288.00 Length=2.50 ft 2 1.60 1.300 1.00 1.00 1.00 1.00 1.00 1872.00 0.00 0.00 288.00 +D+0.750Lr+0.750L+0.450W+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=0.750 ft 1 1.60 1.300 1.00 1.00 1.00 1.00 1.00 1872.00 0.00 0.00 288.00 Length=2.50 ft 2 1.60 1.300 1.00 1.00 1.00 1.00 1.00 1872.00 0.00 0.00 288.00 +D+0.750L+0.750S+O.450W+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=0.750 ft 1 0.099 0.101 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.12 185.95 1872.00 0.16 28.99 288.00 Length=2.50 ft 2 0.099 0.101 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.12 185.95 1872.00 0.08 28.99 288.00 +D+0.750L+0.750S+0.5250E+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=0.750 ft 1 0.099 0.101 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.12 185.95 1872.00 0.16 28.99 288.00 Length=2.50 ft 2 0.099 0.101 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.12 185.95 1872.00 0.08 28.99 288.00 +O.60D+0.60W+O.60H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=0.750 ft 1 1.60 1.300 1.00 1.00 1.00 1.00 1.00 1872.00 0.00 0.00 288.00 Length=2.50 ft 2 1.60 1.300 1.00 1.00 1.00 1.00 1.00 1872.00 0.00 0.00 288.00 +0.60D+0.70E+O.60H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=0.750 ft 1 1.60 1.300 1.00 1.00 1.00 1.00 1.00 1872.00 0.00 0.00 288.00 Length=2.50 ft 2 1.60 1.300 1.00 1.00 1.00 1.00 1.00 1872.00 0.00 0.00 288.00 - Overall Maximum Deflections Load Combination Span Max. "Defl Location in Span Load Combination Max."+"Defl Location in Span 1 0.0000 0.000 S Only -0.0003 0.436 S Only 2 0.0176 2.500 0.0000 0.436 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum -0.190 0.352 Overall MINimum -0.142 0.264 +O+H +D+L+H +D+Lr+H +D+S+H -0.190 0.352 +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H -0.142 0.264 +D+0.60W+H +D+0.70E+H +Q•0.Z 0I r+Od 5 QL+O.150 W+H •+Dir0.T5te+0 50S+0P45&W+Hi• ; -0.142 0.264 :+Ct+O.:'S0:'+0+f5016+0.5•210E+II : -0.142 0.264 +0.60D+0.70E+0.60H D Only Cr•Vhly ••• • r • • + + • • ' . • • S• Unly : + i • • •• -0.190 0.352•• • ••l�Only • • •• • •• • • • • • •- • •• • •• •• • • • • Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr: and then using the"Printing& Title Block"selection. Title Block Line 6 Printed:14 AUG 2017,11:30AM File=0:1201612016355437 PAC-11STRUCT-14STRUCT-1\design.ec6 Wood Beam ENERCALC,INC.1983-2017,Build:10.17.7.24,Ver10.17.7.24 Lic.#: KW-06004426 Licensee:GPD ASSOCIATES Description: Parapet Extension(new Addition) Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Support 3 E Only H Only a ••• • • • • i i• • • • • :••• • .. .• • • 90 A • • • • • • • • • • • • •f do* ••• ••• • • •• ••• • •••' ••• •• • • • • • f • • • • • f • • • • • • • • •• • •• • • • • •• • ••• • • • •• • • • •• • • • • • • : •• •: : • • i • • • • • •• •• • • • • f• • f .. *°*°Aider°4)1.1474 GPD GROUP/acla ZOl g 3 CS 3 7 10B NO. SHEET NO. MADE BY DATE FOR crAc lav cre T CHECKED BY DATE SUBJECT OE4 [ ‘al LOA--,Qc (itECv) Over A7'?'1FCt9 Fiv7_ lb G t>ie C3' : 6.40,e47- 6-/1114-, wtNn (7' e)(3 '--6'1) Ar(23.6) = 51 11.-R$ Ct c ) cf1 360 c S 7`0 EA-ci-t sfo Cs 0 (41.1 1=1-7- 'r0o,) 4c , t `✓ ALcolv== 11-1F1-0S 7 ?c Lala - Q dk U 4 F ( 6) - 10 woo ce 2 R eEie S r o._ O k 4,4 TO s c R F t•t4 l 2 0. C. t 1,1 1.1- (=IZ I C 6R 614:7gl2) Fp - Li(3Li C s is r� c-ALC a) I 16 =� q6 Los C> E (6) # 1,0 /Z5 5 (71114..)) ( t • • • ..i : • • . • •• S.• • • • • •• i.• ;• • • • • •• ; • • •• • • • •e• •• •• • • • ; • • ; ; • •• • • • • • •• •• ••• ••• ♦ • - Title Block Line 1 Project Title: Engineer: Project ID: You can change this area Project Descr: using the"Settings"menu item and then using the"Printing& Title Block"selection. Printed:27 SEP 2017,11:59AM Title Block Line 6 - File 0:12018120163537_PAC-IISTRUCT-11STRUCT-1Wesign.ec6 ASCE Seismic Demands on Nonstructural Components ENERCALC,INC.19832017,BuiId:10.17.8.28,Ver.10.17.8.28 Lic.#: KW-06004426 Licensee:GPD ASSOCIATES Seismic Demands on Nonstructural Components per ASCE 7-10 Section 13.3.1 and 13,4.1 _-_____ ____ h = 15.0ft SDS = 0.7170 Description Worst Case Rooftop Unit ap = 2.50 W F 1,150.0 z = 16.75 ft R P = 6.00 I P = 1.00 zih:Actual = 1.12 zih Design = 1.00 Fp Upper Limit = 1,319.28 Fp Calc'd : Components= 412.28 Fp DESIGN :Components = 412.28 Fp Lower Limit = 247.37 Connections= 412.28 Connections = 412.28 a : Component amplification factor, Table 13.5-1 or Table 13.6-1 Fp-Calc'd : Calculated Fp,Eq(13.3-1),Same units as Wp P W F : Component operating weight __- Fp-Upper : Upper Limit on Fp,Eq(13.3-2),(Same units as Wp Z : Height of point of attachment Lower Limit on Fp,Eq(13.3-3),Same units as Wp R F : Component response modification factor(Table 13.5-1 or Table 13.6-1) Fp-Lower I : Component importance factor(Section 13.1.3) Fp-Design : Fp for design purposes,Same units as Wp P • •••• • • • • • •i•• • • •• • • •• S• i•• ••• ••• • ' •• ••• • ••• ••• • • •• 11 : •• • • • • • ••• • • ••• • SOS • •• • : : ••• • • • • • • • • • • • • • • • •• • • • • i•• • •• •••• i •• • • • • •• • • •• •