The URL can be used to link to this page

Specifications 52i q S4/ 77V172-D ATAFt��•Zj'�it•� PSE CONSULTING ENGINEERS INC. RECEIVED OCT 16 2019 STR' I CTU RALBUCITY ILDINGDVSION ENGINEERING CALCULATIONS PROJECT: Tigard St. Heritage Trail Sidewalk Restroom TSH01 PROJECT LOCATION: 12345 SW Main Street Tigard, OR 97223 PSE PROJECT NUMBER: Romtec 219-66 DATE: September 13 2019 PROF t. <<'GINE;S"ic, BY: Ralph Hall, P.E. REGO•t. .Q 6. 0 ,V.\ �� q!PH m Np, [T>T'IRES:06).-,2 250-A Main Street E-Mail: info@structurel.com ph. (541)850-6300 Klamath Falls,OR. 97601 Web: www.structurel.com fax(541)850-6233 • :.. PSE CONSULTING ENGINEERS INC. Table of Contents: Subject: Page: 1- References / Software: 10-99 2- Design Criteria: 100-199 3- Analysis & Design: 1 ,000 — 1,999 250-A Main Street E-Mail: info@structurel.com ph. (541)850-6300 Klamath Falls, OR. 97601 Web:www.structurel.com fax(541)850-6233 lb -- — PSE CONSULTING ENGINEERS INC. References: 1- Literature: a. 2014 Oregon Structural Specialty Code (OSSC), based on the 2012 International Building Code (IBC) b. Steel Construction Manual, AISC 14th Edition c. Building Code Requirements for Concrete, ACI 318-11 2- Software: a. RISA 3D Version 17.0, RISA Technologies b. RISA Foundation Version 11.0, RISA Technologies 250-A Main Street E-Mail: info@structurel.com ph.(541)850-6300 Klamath Falls,OR.97601 Web:www.structurel.com fax(541)850-6233 /DO PSE CONSULTING ENGINEERS INC. I 1 Design Criteria: 1- Location: 12345 SW Main Street Tigard, OR 97223 (Lat. 45°25' 51" Long. 122° 46' 17") 2- Seismic: RC II SDC D Site Class D Ss 0.972 Si 0.423 SDS 0.720 SD1 0.445 IE 1.0 R 3 3- Wind: Basic wind speed 120 mph (3 s. gust) Exposure C RC II 4- Snow: 25 psf (flat roof) 5- Soil Bearing Capacity: 1500 psf (presumptive value from IBC) 6- Gravity Loads: DL Floor: 15 psf LL Floor: 40 psf DL Roof: 10 psf Exterior Walls: 10 psf 7- Deflection Criteria: Floor LL Deflection: L/480 Roof TL Deflection: L/180 **Other criteria assumed as stated in design calculations. 250-A Main Street E-Mail: info@structurel.com ph.(541)850-6300 Klamath Falls,OR.97601 Web:www.structurel.com fax(541)850-6233 • yTaart�.�.,,,.,. _ _....... _�.,..�.._... r. ,1 i'. a e'�J ,�y,�I^s [ w��'" siv„ ti , �}"= F f P,', ,`1. ---,71, IC 4j � � +'. - Tigard St. Heritage Trail Restroom " !"� p I_' „, - s pt ' $ soi + Pr. t� { '" pr * i war - !w. > t ,f .-y S !p' .„-- ,.. ;•d yl ! tf. rs. �" r y?� r 9r Yi• - r* •„q at . 722°46'17” . 't'Aw ,. ...1:: . :, �*` >� r.: ;- .1 t .. - "� Cis s A, , ;^�i QR •• t . • a.t s °,,, `ea ye , F ; . n y.+" J y N ,q y " r# ^4r �- tR ♦Y , r x: :�x , „lolly': „b .F . •• } � � 'a. •.s� �. -,�� `�.�� '�.��* F�� r ¢r �' ,' . 1C , 'r e • ....(..,,1!„-,,,,, +r .r. p i *® .nt + { -,• ;'d f tom+��'•:'„ ,. fix' ��frr .'4' y}g Si' es.+t ,w`' * 4',,,.+i- .4• 4 ,` � „ �,,�'` qtr .t�; .+C ' l s Pr t�YNti'+ ,40- 1ki - w ,, ,,,...,r-c, ' ' W 9 $1 i °, , i %{' ,r> ;el Baylor a-, ? - Kyr ► +” - .1".., - ..ro% SO - I I • L t4 ;"99VL5 - P j a I yom+” �p.� � p �" m ' R ^r',� y�+' +e'] Irk , " ' �' ' ��oN' . c „i 'U �'..-"%�-• "--t-1-.: .':�: a•- ,i , j t'I �,�" ..a:..1":-,: ' rte'+ �i }' '�": . s45 . - y,' .a *+1 > 43 �, . �'I4 5 .'�`� , '-� r�'�'� :b+`: j�,�`'r 1 y�' +�'!�f- M � +�•�.l,j��[!y��' .:1,-'-‘774114--1';9 ,5. � �y�ri7�l Y;� -CT' �f - �• 4,-.4.,:. 1 '' r,e /'�,"t''�' ?�' _ w' sa °-A. !` •q..' � ``7n', k.t - k Ta ,u.,y fr J a • �-.+,, r �? '�,„^ ',''''..t.'''"- ..,.rte.. - . i ;',4'''''l;i K' •e ,M, .Il 1\ 1 '-y:, ?7+" �r,,,,,y, �' ,•, �' �p•2f�.,WOOdSt' c'fIE `r� .Al--, �' .Y' S �` C � 5''�`�.'r.•>. ; �i`,.�,'`��11�`��,�.?,. .e�t �1/4171,1t\-� :�r+'" �` ��.•_ i 7-4 < # ./:' + �a w 1' i-a''1,',44'..? 3 .. ,.},t, " '� '#�•<# ;Mp l�': �i�i �Y '.r. i ar ,a- y �. .r.34"" '' y�.F : .4 �,�'• }•- g: ..`"4,.._ �'3*'+w6; '4'-'' t '2 •- t .�4,e.g ,�,. �gat - ri a' "-' t' .. ,„'j ,,, �,... 6` '1,.. . gir; w r7,1 , ro. .;Wit, { ,rYf ,% ig-rr �: $, ,4^•: ', k ,:;; ^, i .:%; • . • int n �' i� t � 1 1,01 .�1�'T' . - a.�.,.�"� rt..+.A. � ti .F •r �� ,-.',All P. ,,,:',•,,,-"-. .-.. .G' ��.�-.�,�,1 ,.,'�+�r. f yr:, � 4+: _,,w-„,......,-, ,...,,,,_,,, � �_ Y o 8- ��•} �. .-, « .yr'. kt ;rC,r�;�, .„,z ..,g -f-,. .' c r, '' ',. ' '€J' (' * ., ..0;4 '-‘4,..J-w.' ? 7/ ,t �1k, fa+... ryk e.�' u'.t-.. .R ¢1' ''r' . ,^y '''Eh =r,t 48x3 ,%,',."-°"'a _Jk.D - +, ,us , . ''''•?: e x�' al _ .4 }�a�y....-�j •'� p.V' i'• �:- .tl h xe,1- ,( r' • ”: 4 d _ 14: :Y�++�R t W,,i•. +m�.,�� ,d 'I' '..' ,„.,;,4.,),, frev.. ,4,1-1.,..-R;;" ,..- l" . ":;��, 'll,Pita ` __,7 k'^'.'„ '�i�: ':�.a �fY .Ly�y'1—, �t ---7z i _Y y. ,w,x- y,t t" :• 4, v:, :91�«.r''6� ,W,!.' xl >y 41x1$+, � �., . ,� r ,� fir'-�., r •.: " �-�;, S• � „ , '� ';y_< �-:*/,; , ,.. � -� -4‘,.'4.2-7.,,e---1 ' 14,'-''' 17.;� .L,y.. `•I''q't axt et,,�: ,!s'f:: •,�' . r, `d;. ra r • 14 ,y� .. � 'l:t, ,� ,�� • } TS ''',"!;"2'.1.11‘)21.-"#'1'7 �rx #'i.�#k:+ 7r� :,,e4,1`” � i°' .�:tt+ '��,;. r:;��e " ,jr-S v}�c1 \� J ..„- y - .. „.r.:1, .X- 'd:-. �' f- �. •---."-'&'..:.Z. , t .5 Ak '-'-ir;� fes " ''^,br„. t r''t ,*!' f i. .: .4'. ,�'rl $ ,� " #; ql� th'" tom• a � � , :.,„!'...e,.',. �4 �Ar,t� �7r{1 f .V l''' ./. 'c' . D,' - r #1� t.# ,�". _ L- �,Cyy +Y, y} ' ;%.:1(4 . ' .rf a�•a .1.11 P4' . �f 1` 4, fi '-'4'.'" � „,,,,....,31�. k" =`r` t t•, Y '_ '�!wow "r` 2 ":7 �+ �(jy lcy +.. :x �` . ' uy ;+.' --tr, � u.�lt�� ' e,,. x,M^.f [''r K° C ; by eiC -S.f ,, ',:'"_,yry�. >7 • �4'41. '•+�� nrlL�r+t' i � i r � j�C�,/'� y cYk� � y+ ..,,,",411;14 {�qpy+ ' ,t� t' L M C 4,-10—:'2...0114111a= 'v Sig + « ' V YTI6 . r 1 } 4v . . � +.('ft-' �+� 1.M ,,,.(-0.4.40,1,, is '7 L.s 'P'tA�� a� d,w = •- "�'" M -. �, a '`!'. rc / ,.4i,. , -' "+`!., :r°'. i•`t- ./„"'``-' e • '. {, f!. • `r :M;r. � _ 41, (,Tw' � .q� 4- MI ' ++ ,�{f��,�! IY1y/ "Il x` i.'', p� :f k ti . F` A 1 kx'' •t *. 4, + ,+..y„ .,+� "" .w, f, +}, °O" .t.. ;' " .1 :t.r.,•, .. ., '•'-` .4,T • ';'..•`:‘*` ..`''`7'.!aer. ,y..,t,,,„,.,4417;,-t-,-_---4, ,-r„,-.- , .:: r-. , .,:•, --• s-' --.•t .'yJ +�^4 'h• M."�rt .1 �«J !vizir. p ' J .>; ,,,4I. � ,,. .. -•+0d. >'..: } ^„ ?- r gr-4r xi t'- .0 tt,. 1 aG :.- Ir it j ,{A , �i t ?' . •"` 3^a0. y r -- `�' ^Y � -- 7;4904 I r.# �4�„i' N• a+' �:,.� r,�+'��. .•�� "7."'"-. .,,.o. 1 T,e .-�•; '..,��",,,'� t ' .-w'�� ,�..! 110S1.4.‘"4 e �� 11°° � I {';�'� •r i..... !�!"° ,._1Y �, �x +E4 , 'g-:.gg��-x� ` �N. � 40.40 :� a;'. •>"�" '�'•: <}'_�yy 1kX" ��«ty '�,Yl• --`1 3?! S` •� -�'+ {�w: � .1 � s• • Z ay a �.. 's , .. *.',.4 > �* . tnN ,..4 ;� to.., � ,�r.l�i ..,'j .t+47. ,-` ,�.. "' .,w .ra s # S t: _.,�. � } ...';� ... '"'� x�;'� 1N' f•�EWA.u �d6. .�� i 't1� t� �..,c• ",� r- ..m>�':M� t T4 ';�-: i 7.0.-#.,. .N.:.. `.. '''tom r ,R" �.t'• « f 3: r h�` . ri.:!�c„ r��'�` s �."�" �� •°.,y�l: , � r �ir.t. ,,a� I=, 1� ��i, e j ��-•3- , ' �• 2'� ' ryi 4.. ,:`,.'Z SV1hFiI v f�tt • 'r . '' tc !►' < r{. y � �. :cna � " ,�, �, .6;02..,::71:'"r fees-..,.#,•.. i "'• .. L " 1• _ _ `y„ , .1S -''� .>L�_<.'L. . a _ .b ?#'ice+'. fir:"5 - ''''''''----- 1* ��-_ .�.�—_.. /0 , ASCE. ASCE 7 Hazards Report AMERICAN SOCIETY OF CML ENGINEERS Address: Standard: ASCE/SEI 7-10 Elevation: 163.48 ft (NAVD 88) No Address at This Risk Category: II Latitude: 45.430913 Location Soil Class: D-Stiff Soil Longitude: -122.771433 _ 4,7 o ,,,,...vat", .y t ; ` . 1. , • c ..... r .•{r� F,nl Rd `,a im• ,,• i•..;; /03 ASCE. - AMERICAN SOCIETY°RCNKENGINEERS Seismic Site Soil Class: D-Stiff Soil Results: Ss : 0.972 Sips : 0.72 S1 : 0.423 So, : 0.445 F8 : 1.111 TL : 16 F, : 1.577 PGA : 0.425 SMS : 1.08 PGA M : 0.457 SM, : 0.667 FPGA : 1.075 I. : 1 Seismic Design Category D 12 MCER Response Spectrum 0 z Design Response Spectrum 60 0.7 0.6 l' 0.> f U.5 a ' 0.6 c ts 0.4 : -3, oa " '4 U.2 0.2w , 4, 0. U.1 =max. 0 24 Sa(g) T(s) 10 12 14 16 16 0 2 4 r 0 10 12 14 16 18 vs Sa(gj vs T(s) Data Accessed: Thu Sep 12 2019 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-10, incorporating Supplement 1 and errata of March 31,2013., and ASCE/SEI 7-10 Table 1.5-2. Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-10 Ch. 21 are available from USGS. httas://asce7hazardtool.online/ Page 2 of 3 Thu Sep 12 2019 • b ce ASCE. AMERICAN SOCIETY OF OW ENGINEERS The ASCE 7 Hazard Tool is provided for your convenience,for informational purposes only,and is provided"as is"and without warranties of any kind.The location data included herein has been obtained from information developed,produced,and maintained by third party providers; or has been extrapolated from maps incorporated In the ASCE 7 standard.While ASCE has made every effort to use data obtained from reliable sources or methodologies,ASCE does not make any representations or warranties as to the accuracy,completeness,reliability, currency,or quality of any data provided herein.Any third-party links provided by this Tool should not be construed as an endorsement, affiliation,relationship,or sponsorship of such third-party content by or from ASCE. ASCE does not intend,nor should anyone interpret,the results provided by this Tool to replace the sound judgment of a competent professional,having knowledge and experience in the appropriate field(s)of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool,you expressly assume all risks associated with your use.Under no circumstances shall ASCE or its officers,directors, employees,members,affiliates,or agents be liable to you or any other person for any direct,indirect,special,incidental,or consequential damages arising from or related to your use of,or reliance on,the Tool or any information obtained therein.To the fullest extent permitted by law,you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. httos://asce7hazardtool.online/ Page 3 of 3 Thu Sep 12 2019 IBC SEISMIC DESIGN �05 EQUIVALENT LATERAL FORCE PROCEDURE JOB NUMBER Romtec 219-66 DESIGNER RMH - Design Information DATA VALUE SOURCE Si= 0.423 Seismic Design Parameters(Software) SMs:Max considered spectral response acceleration for short SMS- 1.08 Seismic Design Parameters(Software) periods SM1: Max considered spectral SMi= 0.667 Seismic Design Parameters(Software) response acceleration for IE 1.0 ASCE 7-10 Table 1.5-2 1-second period Risk 2 ASCE7-10 Table 1.5 1 1E:Seismic importance factor Category R 3 ASCE 7-10 Table 12.2-1 R:Response modification factor h„ 8.5 Height per ASCE 7-10 Ct 0.02 ASCE 7-10 Table 12.8-2 1) Design spectral response acceleration Sos:5%Damped spectral response acceleration at short periods S01:5%Damped spectral response acceleration at 1 second period SDS=2/3(Sms) SDS= 2/3 X 1.08 Sps= 0.720 [IBC Eq. 16-39] Soi=213(Smi) SD1= 2/3 X 0.667 Sol= 0.445 [IBC Eq. 16-40] 2) Seismic design category From Table IBC 1613.3.5(1) D Governing Design D From Table IBC 1613.3.5(2) D Category 3) Determine design base shear(V) Equivalent Force Procedure Cb:Seismic Response Coefficient [ASCE 7-10, 12.8.1] V=Cs x W W:Total dead load and other , applicable loads A. [ASCE 7-10,12.8.1.1, Eq. 12.8-2] CS= SDS Cs= 0.720 1.0 Cs= 0.240 R/I 3 B. Nor greater than SiDi CS T(R/I} [ASCE 7-10, 12.8.1.1,Eq. 12.8-3] T=Ts=C�(h„"} [ASCE 7-10, 12.8.2.1,Eq. 12.8-7] 0.445 X 1 Ts:Approximate Fundamental Period _ CS 0.100 X 3 am Cs= 1.489 T= 0.020 X8.5 T= 0.100 C. Nor less than [ASCE 7-10, 12.8.1.1, Eq. 12.8-5] Cs= 0.044(SDS)(I) Cs=0.044 X 0.72 X1 Cs= 0.0317 Governing CS = 0.240 V=Cs x W V=0.24 X W Refer to sheet two for W and Calculated V 1 OF 3 • 106 IBC SEISMIC DESIGN VERTICLE FORCE DISTRIBUTION EQUIVALENT LATERAL FORCE PROCEDURE JOB NUMBER Romtec 219-66 _ DESIGNER RMH 1.Determine dead load at each level of building. Structural portion DL(PSF) Area(SF) Length(FT) Height(FT) Total Weight(LB) a)Roof Diaphram elevation from the base level in ft 8.5 Roof 10 172 NA NA 1720 i : Misc. 0 0 0 0 0 Misc.(LBS) 0 NA NA NA 0 c)5th floor Diaphram elevation from the base level in ft 0 Ext.Walls 0 NA 0 0 0 Int.Walls 0 NA 0 0 0 Floor 0 0 NA w NA 0 Misc. 0 0 0 0 0 Misc.(LBS) 0 NA NA NA 0 d)4th floor Diaphram elevation from the base level in ft 0 Ext.Walls 0 NA 0 0 0 Int.Walls 0 NA 0 0 0 Floor 0 0 NA NA 0 Misc. 0 0 0 0 0 Misc.(LBS) 0 NA NA NA 0 e)3rd floor Diaphram elevation from the base level in ft0 Ext.Walls 0 NA 0 0 0 Int,Walls 0 NA 0 0 0 Floor 0 0 NA NA 0 Misc. 0 0 0 0 0 Misc.(LBS) I 0 NA NA NA 0 0 2nd floor Diaphram elevation from the base level in ft 0 Ext.Walls 0 NA 0 0 _ 0 Int.Walls 0 NA 0 0 0 Floor 0 0 NA NA 0 Misc. 0 0 0 _ 0 0 Misc.(LBS) 0 NA NA NA 0 g)1st floor Ext.Walls 10 NA 69 8.5 5865 Int.Walls 0 NA 0 0 0 Misc. 0 0 0 0 0 TOTAL DEAD LOAD(LB)= I 7585 2)Determine verticle force distribution at each level ASCE 7-10 12.8-3 Fx=Cv x V ASCE 7-10 Eq.12.8-11 w,x hxk Cvx = ASCE 7-10 Eq.12.8-12 E wjh_k Fx:Lateral seismic force at any level V:Seismic base shear(Kips) w,&w; :The portion of the total gravity load of the structure(W)located or assigned to level i or x hx&h,:The height(ft)from the base to level i or x diaphram. k: An exponent related to the structures period(T)as follows; T<0.5 sec k=1 T>2.5 sec k=2 0.5<T<2.5 Interpolate between 1&2 Refer to sheet one for V ki.s T=I 0.0996 I V=0.24 X W V=0.24 X 7585 V= 1.82 k= 1 Level(floor) Wall Height Diaphram W kis W'h k C F (kis Allowable (ft) Height(Ft) ( P ) x x vx x P ) F,(kips) Roof 8.5 8.5 4.653 40 1.000 1.82 1.30 5 0 0 0.000 0 0.000 0 0.00 4 0 0 0.000 0 0.000 0 0.00 3 0 0 0.000 0 0.000 0 0.00 2 0 0 0.000 0 0.000 0.00 0.00 4.653 40 1.000 1.82 1.3 Note: The Total Shear shown in the right hand column is an"allowable"load. 2OF3 STRUCTURAL DESIGN /C)-7 OREGON I + I ( I , I , . d6 a_�_ '%////// l __iABIA ' I I � I I I I ' I _— • r • MULTNbMAH HOOD I I .:;_. %/ I �O� r/ RIVER 3;/ ( I lA`„<:: I r p —48'3m' "'_-- ,.//0/....4:1110,b''.'0410,1 .��.ti..�.,. �. .... FB. . iF_- :r� /��•'�,� WALL A ° 1:;.:}:}?:_:.::1'::?r` .j M T°” I UNION' I ' 1 / /:?iiia • YA HILI:{. •.y;•CIIACkAM,S•{• t3 I 45'—— :':::• :..:.....6 �(� ASCO _., .. w _ 4 0 MAR'•1::•:::::.:. :::• WHEELR l /�� :isii:2:`:':.`• :•:ii`:•`.iilii•:• .:r �JEFFERISON BAKER' , U NCzi:' — — — _—1 / :X::: >:^a:::: .: GRAN II •ii:::::..i:::;ci?•:,:.}?:•:(:;::.y::.:::•?:•::?}:iii:. I IGROOK I I 44'----_ ••••'?i:':'::',::iS::i::•.":•••"'iri}ii1r;:ff:`•iib•:•:r 1. i 1 l } _—44' IP :.y::....?::::•:;; :' 111 :I:i::<;::"...t:::;: :i::.:�:•;;•:>:::$:::'::1:::•, I I I1 I I I I I 1 , •�, ::ii DOUG 9$iii:::::.}ii�:i:53i4.... }i:i•:..:..• ::i HI'RNEY I 43' it :i i:i:ii:is?ii?�4i.'i;Iii?i:4....,,....-.....•......:3� 1 I` 1 1. –--i9, 1:: rr:::: i? ;: :i;:::i'.::•'i:'i•'r'::iii ii :: I �..::::':.•r' is....::::::::1::::::::::::::.::::::4:::::::::i_: :"f':::::::1::::::::. : 'x':::......:??:.K*:::.:1W.'::.... i I ' , • 1/ `JOSEPHSNE„ �JACKSl7N�:i:•:ii i{iH• ,�,{ i:• ii::•i——— I — —�—..-. .»;ii:il i' ?it:ici:•?::i:ac??:::}i:'::f':i?vi4:iia::ii:i:` �I I I I a N b N B QI a iy C 1. All areas with full exposure to ocean winds shall be designed 135 mph areas. 2. Areas in Hood River and Multnomah Counties with full exposure to Columbia River Gorge winds shall be designed 135 mph areas. / A 135 mph 7.: 120 mph 110 mph For SI: 1 mile per hour=0.44 m/s. FIGURE 1609A ULTIMATE DESIGN WIND SPEED, V,,,,FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES 362 2014 OREGON STRUCTURAL SPECIALTY CODE /OS MecaWind v2326 www.meca.biZ, Calculations Prepared by: Date: Sep 12, 2019 FileLocation : Basic Wind Parameters Wind Load Standard = ASCE 7-10 Exposure Category = C Wind Design Speed = 120.0 mph Risk Category = II Structure Type = Building Building Type = Partially Enclosed General Wind Settings = ASCE 7-10 Wind Parameters Incl_LF = Include ASD Load Factor of 0.6 in Pressures = False DynType = Dynamic Type of Structure = Rigid NF = Natural Frequency of Structure (Mode 1) = 1.000 Hz NF = Natural Frequency of Structure = 1.000 Hz Alt = Altitude (Ground Elevation) above Sea Level = 0.000 ft Bdist = Base Elevation of Structure = 0.000 ft GenElev = Specify the Elevations For Wind Pressures = Mean Roof Ht SDB = Simple Diaphragm Building = False MWFRS = Analysis Procedure being used for MWFRS = Ch 27 Pt 1 zi = Level of highest opening in building or zero to use h = 0.0 ft C&C = Analysis Procedure being used for C&C = None Reacs = Show the Base Reactions in the output = False MWFRSType = MWFRS Method Selected = Ch 27 Pt 1 Topographic Factor per Fig 26.8-1 Topo = Topographic Feature = None Kzt = Topographic Factor - 1.000 Building Inputs RoofType: Building Roof Type = Flat : Flat Roof = RfHt : Roof Height = 8.500 ft W : Building Width = 7.750 ft L : Building Length = 19.300 ft OH : Type of Overhang = None Parapet : Type of Parapet = None Par : Is there a Parapet = False OH ALL : None = 0.000 ft Exposure Constants per Table 26.9-1: Alpha: Const from Table 26.9-1= 9.500 Zg: Const from Table 26.9-1= 900.000 ft At: Const from Table 26.9-1= 0.105 Bt: Const from Table 26.9-1= 1.000 Am: Const from Table 26.9-1= 0.154 Sm: Const from Table 26.9-1= 0.650 C: Const from Table 26.9-1= 0.200 Eps: Const from Table 26.9-1= 0.200 Overhang Inputs: Std = Overhangs on all sides are the same = True OHType = Type of Roof Wall Intersections = None Main Wind Force Resisting System (MWFRS) Calculations per Ch 27 Part 1: t.t4 I[TT'"" I� 'M z ■ 110 is Zh = Mean Roof Height for Kh: h + Base_Dist = 8.500 ft Kh = Since Zh<15 ft [4.572 m] --> 2.01 * (15/zg)"(2/Alpha) = 0.849 Kzt = Topographic Factor is 1 since no Topographic feature specified = 1.000 Kd = Wind Directionality Factor per Table 26.6-1 = 0.85 GCPi = Ref Table 26.11-1 for Partially Enclosed Building = +/-0.55 RA = Roof Area = 149.58 sq ft LF = Load Factor based upon STRENGTH Design = 1.00 . 109 qh = (0.00256 * Kh * Kzt * Kd * V^2) * LF = 26.60 psf qin = For Negative Internal Pressure of Partially Encl Bldg use qh*LF = 26.60 psf qip = For Positive Internal Pressure no zi entered so use qh*LF = 26.60 psf Gust Factor Calculation: 1 Gust Factor Category I Rigid Structures - Simplified Method G1 = For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm = 0.6 * Ht = 15.000 ft - Izm = Cc * (33 / Zm) ^ 0.167 = 0.228 Lzm = L * (Zm / 33) ^ Epsilon = 427.057 Q = (1 / (1 + 0.63 * ((B + Ht) / Lzm)^0.63))^0.5 = 0.962 G2 = 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*Izm)) = 0.905 Gust Factor Used in Analysis G = Lessor Of G1 Or G2 = 0.850 MWFRS Wind Normal to Ridge (Ref Fig 27.4-1) h = Mean Roof Height Of Building = 8.500 ft RHL = Ridge Height Of Roof = 8.500 ft B = Horizontal Dimension Of Building Normal To Wind Direction = 19.300 ft L = Horizontal Dimension Of building Parallel To Wind Direction = 7.750 ft L/B = Ratio Of L/B used For Cp determination = 0.402 h/L = Ratio Of h/L used For Cp determination = 1.097 Slope = Slope of Roof = 0.0 Deg Roof = **Roof Coeff (0 to h/2) (0.000 ft to 4.250 ft) = 0.18, -1.257 Roof_1 = Roof Coeff (h/2 to h) (4.250 ft to 8.500 ft) = 0.18, -0.7 **Includes Reduction Factor 0.97 For roof area, applied To Cp=-1.3 For h/L>=1 & (0 To h/2) Cp_WW = Windward Wall Coefficient (All L/B Values) = 0.80 Cp_LW = Leward Wall Coefficient Using L/B = -0.50 Cp_SW = SideWall Coefficient (A 111 values) _ -0.70 GCpn_WW = Parapet Combined Net Pressure Coefficient (Windward Parapet) = 1.50 GCpn_LW = Parapet Combined Net Pressure Coefficient (Leeward Parapet) _ -1.00 Wall Wind Pressures based On Positive internal Pressure (+GCPi) - Normal to Ridge Allwind pressures include a load factor of 1.0 - Elev Kz Kzt qz GCPi Windward Leeward Side Total Minimum PressPress Press Press Pressure* ft psf psf psf psf psf psf psf 8.50 0.849 1.000 26.60 0.55 3.46 -25.93 -30.46 29.39 16.00 Wall Wind Pressures based on Negative Internal Pressure (-GCPi) - Normal to Ridge All wind pressures include a load factor of 1.0 Elev Kz Kzt qz GCPiWindward LeewardSide Total Minimum Press Press Press Press Pressure* ft psf psf psf psf psf psf psf 8 50 0.899 1.000 26.60 -0.55 32.723.32 -1.20 29.39 16.00 Notes Wall Pressures: Kz = Velocity Press Exp Coeff Kzt = Topographical Factor qz = 0.00256*Kz*Kzt*Kd*V^2 GCPi = Internal Press Coefficient Side = qh * G * Cp_SW - qip * +GCPi Windward = qz * G * Cp_WW - qip * +GCPi Leeward = qh * G * Cp_LW - qip * +GCPi Total = Windward Press - Leeward Press * Minimum Pressure: Para 27.4.7 no less than 16.00 psf (Incl LF) applied to Walls + Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface Roof Wind Pressures for Positive & Negative Internal Pressure (+/- GCPi) - Normal to Ridge All wind pressures include a load factor of 1.0 Roof Var Start End Cp_min Cp_max GCPi Pressure Pressure Pressure Pressure Dist Dist Pn_min* Pp_min* Pn max Pp_max ft ft psf psf psf psf Roof (All) 0.000 4.250 -0.180 -1.257 0.550 10.56 -18.70 -13.79 -43.05 Roof 1 (All) 4.250 8.500 -0.180 -0.700 0.550 10.56 -18.70 -1.20 -30.46 Notes Roof Pressures: Start Dist = Start Dist from Windward Edge End Dist = End Dist from Windward Edge - Cp_Max = Largest Coefficient Magnitude Cp_Min = Smallest Coefficient Magnitude Pp max = qh*G*Cp_max - qip*(+GCPi) Pnmax = qh*G*Cp_max - qin*(-GCpi) Pp_min* = qh*G*Cp_min - qip*(+GCPi) Pn min* = qh*G*Cp_min - qin*(-GCPi) OH = Overhang X = Dir along Ridge Y = Dir Perpendcular to Ridge Z = Vertical - * The smaller uplift pressures due to Cp_Min can become critical when wind is combined with roof live load or snow load; load combinations are given in ASCE 7 I�0 Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface MFRS Wind Parallel to Ridge (Ref Fig 27.4-1) h = Mean Roof Height Of Building = 8.500 ft RHt = Ridge Height Of Roof = 8.500 ft B = Horizontal Dimension Of Building Normal To Wind Direction = 7.750 ft L = Horizontal Dimension Of building Parallel To Wind Direction = 19.300 ft LIB = Ratio Of L/B used For Cp determination = 2.490 h/L = Ratio Of h/L used For Cp determination = 0.440 Slope = Slope of Roof = 0.0 Deg Roof_1 = Roof Coeff (0 to h) (0.000 ft to 8.500 ft) _ -0.18, -0.9 Roof_2 = Roof Coeff (h to 2h) (8.500 ft to 17.000 ft) _ -0.18, -0.5 Roof_3 = Roof Coeff (>2h) (>17.000 ft) _ -0.18, -0.3 Cp_WW = Windward Wall Coefficient (All L/B Values) = 0.80 Cp_LW = Leward Wall Coefficient Using L/B = -0.28 Cp_SW = Side Wall Coefficient (All L/B values) = -0.70 GCpn_WW = Parapet Combined Net Pressure Coefficient (Windward Parapet) = 1.50 GCpn_LW = Parapet Combined Net Pressure Coefficient (Leeward Parapet) = -1.00 Wall Wind Pressures based On Positive internal Pressure (+GCPi) - Parallel to Ridge All wind pressures include a load factor of 1.0 Elev Kz Kzt qz GCPi Windward Leeward Side Total Minimum Press Press Press Press Pressure* ft psf psf psf psf psf psf psf 8.50 0.849 1.000 26.60 0.55 3.46 -20.86 -30.46 24.32 16.00 Wall Wind Pressures based on Negative Internal Pressure (-GCPi) - Parallel to Ridge All wind pressures include a load factor of 1.0 Elev Kz Kzt qz GCPi Windward Leeward Side Total Minimum Press Press Press Press Pressure* ft psf psf psf psf psf psf psf 8.50 0.849 1.000 26.60 -0.55 32.72 8.40 -1.20 24.32 16.00 Notes Wall Pressures: Kz = Velocity Press Exp Coeff Kzt = Topographical Factor qz = 0.00256*Kz*Kzt*Kd*V^2 GCPi = Internal Press Coefficient Side = qh * G * Cp_SW - qip * +GCPi Windward = qz * G * Cp_WW - qip * +GCPi Leeward = qh * G * Cp_LW - qip * +GCPi Total = Windward Press - Leeward Press * Minimum Pressure: Para 27.4.7 no less than 16.00 psf (Incl LF) applied to Walls + Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface Roof Wind Pressures for Positive & Negative Internal Pressure (+/- GCPi) - Parallel to Ridge All wind pressures include a load factor of 1.0 Roof Var Start End Cp_min Cp_max GCPi Pressure Pressure Pressure Pressure Dist Dist Pn_min* Pp_min* Pn_max Pp_max ft ft psf psf psf psf Roof_1 (All) 0.000 8.500 -0.180 -0.900 0.550 10.56 -18.70 -5.72 -34.98 Roof_2 (All) 8.500 17.000 -0.180 -0.500 0.550 10.56 -18.70 3.32 -25.93 Roof_3 (All) 17.000 19.300 -0.180 -0.300 0.550 10.56 -18.70 7.85 -21.41 Notes Roof Pressures: Start Dist = Start Dist from Windward Edge End Dist = End Dist from Windward Edge Cp_Max = Largest Coefficient Magnitude Cp_Min = Smallest Coefficient Magnitude Pp_max = qh*G*Cp_max - qip*(+GCPi) Pn_max = qh*G*Cp_max - qin*(-GCpi) Pp_min* = qh*G*Cp_ Pmin - qip*(+GCPi) Pn_min* = qh*G*Cp_min - qin*(-GCPi) OH = Overhang X = Dir along Ridge Y = Dir erpendcular to Ridge Z = Vertical * The smaller uplift pressures due to Cp Min can become critical when wind is combined with roof live load or snow load; load combinations are given in ASCE 7 + Pressures Acting TOWARD Surface - Pressures Acting AWAY from Surface Oregon Snow Loading lit The design ground snow of any location in the state of Oregon may be determined by entering the latitude and longitude of your site into the boxes below. The tool provides the design ground snow load (pg in ASCE7*) for your site. The design ground snow load values can also be viewed on the online map. Users are strongly recommended to review the Map Usage Notes. Ground snow loads are very sensitive to geographic location, and particularly sensitive to elevation. It is recommended that the latitude and longitude values be entered with a precision of 0.001 (about 105 yards). •ASCE Standard(ASCE/SEI 7-10)Minimum Design Loads(or Buildings and Other Structures published by the American Society of Civil Engineers. Latitude - Longitude Lookup Results Latitude: 45.430913 Longitude: -122.771433 Snow Load; 10.0 psf ,- P S'-P- Modeled Elevation: 295 ft Site Elevation versus Modeled Grid Elevation 1 Site elevation refers to the elevation (above sea level, in feet) of the location for which the snow load is required. The modeled grid elevation is the average elevation of the 4 km (about 2-1/2 miles) grid cell that was used In the snow load modeling. In relatively flat terrain, the two elevations will likely be the same or very similar. In sloped or mountainous terrain, the two elevations may be quite different. The design ground snow load may be underreported for some locations where the site elevation is higher than the modeled grid li elevation. Consult the Map Usage Notes if your site elevation is more than 100 ft. above the modeled grid elevation shown, or if your site is at or near the top of a hill. Oregon Design Ground Snow Load Look Up Results It is important that the user of this tool understand the principals and limitations of the modeling used to create it, Ground snow loads can vary dramatically over short distances due to changes in precipitation and elevation. It is critical to use good engineering judgment when interpreting and using the results reported by this tool. The user is recommended to review the online map, to gain a better understanding of the variations and range of magnitudes of the ground snow loads in the vicinity of the site location. In remote regions at high elevation, reliable snow data was not available during the creation of the map.A site-specific case study is required to determine the design ground snow load in these areas. The ground snow load values on the map are based on extrapolation, and are not recommended for design. See the Map Usage Notes for the regions that require a site-specific case study. It is recommended that the local building official having jurisdiction at the site be consulted for minimum design ground snow or roof snow loads. The reported design ground snow loads must be adjusted as required by Chapter 7 of ASCE7* for site exposure, roof slope, roof'; configuration, etc. Only the properly adjusted loads can be used to design roof structural elements. Oregon requires a minimum roof snow load of 20 psf(pm In ASCE7*) for all roofs, plus a 5 psf rain-on-snow surcharge for many roof types, resulting In a 25 psf minimum roof design load for most roofs. See the Map Usage Notes or Snow Load Analysts for Oregon,Part II for further information. "ASCE Standard(ASCE/SEI 7-10)Minimum Design Loads for Buildings and Other Structures published by the American Society of Civil Engineers. ©Copyright 2010-2013 seao.org All rights reserved. 1 rrrrrrrr�i�tc,iZ,�� :tr PSE CONSULTING ENGINEERS INC. ANALYSIS & DESIGN: Pages 17000 - 1 ,999 250-A Main Street E-Mail: info@structurel.com ph. (541)850-6300 Klamath Falls,OR. 97601 Web:www.structurel.com fax(541)850-6233 Precision Structural Engineering,Inc. Medford Office 250 Main Street,Suite A•Klamath Falls,OR 97601 836 Mason Way(off Sage Road)•Medford,OR 97501 = Tel(541)850-6300•FAX(541)850-6233 Tel(541)858-8500 i. �wzr'"'i U,-.7 :t., www.structurel com•Email:info(©structurel.com R " ;' i nu: = " PROJECT NO. iCm4Q C. 2 /�—6 6 SHEET/000 OF ,'-r...1-;'. 5 _ � '''' 1 PROJECT NAME DESIGNED BY RH DATE SUBJECT - cI(wcd/c «PrIfcJoa CHECKED BY DATE Korh'iec Dau1lk .,5;�e,e�.f( Re_sttoorn ,`�,� = See ectie s' /00/-/0/ 4, /0.01,1 ,,• �, 4t131.` /0 e,r ' WL_' SP 1,3 , loq f �/0 , 0 S -2 eci E La sru, ei . lab b"'e4011! 000041b- •.,,IpP .. ._ . . US . psi .3,x..3, 2, 4560 G-rf 76 I OW1 - U.SE 12 ". /2-" G( &I Pr r. , u,/ 9-- ii-6- /rye t Roflun E F, cs Y 41. /10 z x 14.• 01♦•♦♦ /♦♦4'♦•♦•1. i11, ♦♦�,. 1,. if' • ....--- - 1 ,,,><-.., „.i...'--'''' -4,.. 7-e'''''' .4•*Ir.'..' i♦ >' . I, /- �' /:i♦♦.♦♦''Imo\ • i 1 /� 011 ♦�♦�♦�♦..� o ♦1♦ ", ' �I ♦♦♦♦.♦ • ♦1.1 r •-•A, >,/ I , ••1, ♦♦moi. i 01 ksf,411 / ♦♦♦♦♦.♦,., • ♦ I • ♦/ °IP° � A A — Loads:BLC 1,Dead Envelope Only Solution PSEI SK- 1 RMH Romtec Double Sidewalk Restroom Sept 12, 2019 at 1:44 PM Romtec 219-66 Double Restroom.r3d 0 • 0 Y 1410 2 X .' • i. • �♦•♦iii'♦�♦�.•I�...�.�''.„• •44 �♦+4.4 �� ♦♦♦♦ice ►��♦�� • �.�•��•�•�•��♦"• 11, N,4‘ ,..4,4 14,••*4):4,• A 4 1.1.... 0,14 025ksf��i�4• ♦i ��•�i4�4.4i��4.%:..♦� 4, 114401111111..41 111‘14. • 4' ... Al . ... • • Loads:BLC 2,Snow Envelope Only Solution PSEI SK-2 RMH Romtec Double Sidewalk Restroom Sept 12, 2019 at 1:44 PM Romtec 219-66 Double Restroom.r3d 0 0 Ni Y 411 /* Z x • .♦♦♦♦. v♦•esu♦ .. `. ,. •♦o. , I r►♦••♦••♦♦♦O� •i.•♦♦♦.G ♦i / 1Fr '4#.a, \ •i♦•♦♦,i �.♦-.�Qj�♦♦j ,'4 4( / t'�,// I 1 j� / ' i ♦-�j 1♦ » •I �� ♦♦ t�-il►♦♦♦♦♦>> • • •4 \ ♦♦♦♦�,1 • �O.4.♦ice.?.•♦♦•►♦♦♦U►••.....♦♦♦♦♦�•♦.. ,, X,.1 I ••••••••l•• ►•♦�♦♦4.♦tom•��♦♦♦♦♦♦♦• 4 ' 'r \-- ' •• ♦1♦, moi ...v4• 0 •♦4 4♦♦•♦O►♦♦••••• . ••♦�i•1 '•. � ♦.♦♦t Nim♦0t♦0 i , , ♦♦♦♦• ♦�♦♦♦r� \, ♦�...V ♦♦♦♦♦♦•♦4,'•'.4►- 1 ♦�•••♦•♦•.4 ••••��♦, — !►♦♦♦♦•, �1♦1-1•i-♦♦��♦♦♦�♦ 44N. ♦♦♦♦♦♦♦...t•••••••••jam ►`♦♦♦ ♦♦♦♦♦♦�♦♦♦♦��♦♦♦ ♦♦4♦♦♦♦♦� ••• • ` rm /I ! 4 ♦. ►••• �4.♦ i ►♦♦♦i ••4, ♦ *** • •••••••♦•♦... ♦ •• •♦ 4. �4t• •♦••• t��,, •♦••,•' SI..♦, -. 26l tj 7. Loads:BLC 3,Wind X+GCpi Envelope Only Solution PSEI SK- 3 RMH Romtec Double Sidewalk Restroom Sept 12, 2019 at 1:44 PM Romtec 219-66 Double Restroom.r3d 0 0 C...) Y O�► . Z X • •I1•• ♦1•j •I�1.1 r111 4,•" 1 ••1� ♦114.• r'►1111 r'P r1•..�i�..•�•• ►111•. �• � ♦ ♦•111�..•r1i►.1 11••IrIr1 ,•'�'s• e' ♦•1•• S..•• •••1••••i11� � i I�.111i�1�•1♦•►14♦•1r•o•••��•O�♦ •.1.1•A•••1�►••i41•••i'.1��•/1 i11.4•••G•••1•1�t�•t•�►��•• 1' •••1111►•1• ��: ►ice•••1t1•••••�1►• r1•11�•i111•♦•►1.11♦ ♦11•G.11.1•.•'. •••1•1/•••Gt•04 4-••••j4 C�61,O•�•••1•.••• r..1 *:.. 1i.••♦111•♦•/ ♦1.U•1.1♦it♦ I�1.1.1••G1••4,4 r••••y..., 4,1�/.1•••,•4,4••Q1••••�,••41•.,II •1.,,,,,, •• , o'. . " 4.1••1r• 1••.4,'•. ' ••♦4'11111.•. ♦•1111./ •,• 44•1•.?,24v,..,..• •►.j. •'1►►••..10•' /'�11••i,fr,'•••i.1•4$••,O'��.4•• <1j... •/ 4,1.1.1/•1 ♦1..•v�I.♦.•1..•,..•IP" :-•J♦►•1 -�♦.1�►11 •1•. 1/•.1•4•••1 (40,•i 4001, •1� r�1 ••••.400,4,43/4;40,,.j. ,,,4••�1�•��ti,4,�i��.•�•�� I� ..�i...4!•••4•r.,,,./•,$•1♦1•1•-1-iv44:44. ••1►0Ii�...1♦ •11.•.•••..•4•0•i•• ti*ii! Y /il Z x v 'U'. •<► 4V�V�O••. / !"-..'" 4t11,IN',. . '. -,-" • .,4 . >1(/ �• 4 •i4►•.. .: • 4 N. •I •� �4 V 4► •••• +• j jyjI \� • \ r .021: .r' t :4., 11'+44 1 • ''-,% "ll, i i �•�•♦♦♦4`.!'•••• • +••�•�•••i4! •� •4 r .••••�4 .. - s,... • - •>•�.' • ►•o��'si1♦•t.. ,. , <• ►�i.:►•••0••••••I 4►4 004ks ,y,,•►.•••••••••. •.•4 4 .004ks i�`. •:•:•:•••. 4 4 �.• ••••••4 ♦• ••• •♦ ♦• �•��•`t ,ks 1•�� •4 MMI Loads:BLC 5,Wind Z+GCpj Envelope Only Solution PSEI SK-5 RMH Romtec Double Sidewalk Restroom Sept 12, 2019 at 1:44 PM Romtec 219-66 Double Restroom.r3d 0 0 01 Y /0 Z x 4./M. .008' .1 *.411-♦♦ ••• •••• . . ♦4 ,• � ♦�♦„i ,-, , ♦ . a �,.♦♦.i . •v .. ♦♦♦ ♦ t♦♦• ♦♦�' I ♦♦♦♦♦♦•♦• 44:•,*i 003k - ..♦♦• ".� ' -' I y�; �1•♦♦� 4 /' '.•...,:k."♦♦ .64, ♦♦�♦•♦♦t iitI1j ♦ ♦ ♦1 ♦ '��♦♦♦♦i ♦♦♦ „„f, 4 • �♦♦♦t♦4 0 4 �`, —f A., tS f. s ♦♦►♦� 1.."!4♦♦41?-�" ... ♦i ►♦♦•t►♦♦♦♦♦♦♦•.• v.4,I4,.• 044 ►♦♦♦1♦♦♦♦♦♦♦♦♦♦*, >♦,� ►n♦♦♦♦♦♦• 4♦j ►• ►I►t♦♦♦♦♦♦♦♦♦� ►•' ♦0►♦♦♦♦♦ ♦ • V0♦♦♦♦♦♦ ►♦j ►�.1♦♦♦♦♦♦♦♦♦�! *� e ...„, �'A ♦ ••• 1♦♦j♦ ► _04. t♦ 1♦: ►♦•8j• , ►♦♦j i'�t♦♦♦♦♦♦ ' ..)4 44 4♦ ♦/ ♦♦ .033ks•,-, j ♦♦♦• V►♦3 '♦4♦4♦.•♦N '♦l' ►•♦0,44V4 ♦♦♦♦♦♦♦ ♦j , .033ks r•-.---> ♦♦i .r•" •.•♦♦♦♦♦♦♦SS% '� •�♦•♦♦♦♦t♦♦♦•• ►♦ , NOV ,kgttl. Loads:BLC 6,Wind Z-GCpi Envelope Only Solution PSEI SK-6 RMH Romtec Double Sidewalk Restroom Sept 12, 2019 at 1:45 PM Romtec 219-66 Double Restroom.r3d 0 0 0) Y 410 0.4 2 X .455k • 40. .455k • .455k 455k10 41111 • • • • Loads:BLC 7,Earthquake X Envelope Only Solution PSEI SK-7 RMH Romtec Double Sidewalk Restroom Sept 12, 2019 at 1:45 PM Romtec 219-66 Double Restroom.r3d 0 0 v Y • 2 X • p . 00 410.4,4e. A — • -.91 k ♦♦ 4111111 • _ 0 A -.91 • • Loads:BLC 8,Earthquake Z Envelope Only Solution PSEI SK-8 RMH Romtec Double Sidewalk Restroom Sept 12, 2019 at 1:45 PM Romtec 219-66 Double Restroom.r3d &RGH &VHFN (QY 1R &DOF • • 40, • 4. • 0101 4, • ♦ - PO • 4. .. • A • _ OHPEHU &RGH &KHFNV 'LVSOD\HG (QYHORSHG (QYHORSH 2Q0\ 6ROXWLRQ 36 ( , 6 . 50 + 5RPWHF ' RXEOH 6LGHZDON 5HVWL FHFSFW DW 30 5RPWHF 'RXEOH 5HVWURRP U G • 441 " . moo . •. Ai 01 - z7, (QYHORSH 2Q01 6ROXWLRQ 36 ( , 6 . 50 + 5RPWHF ' RXEOH 6LGHZDON 5HVWU3R1SRV DW 30 5RPWHF 'RXEOH 5HVWURRP U G 1011 Company : PSEI I',RISA Designer : RMH Sept 12,2019 1:46 PM Job Number Romtec 219-66 Checked By: „),,,. Model Name : Romtec Double Sidewalk Restroom Hot Rolled Steel Properties Label E[ksij G[ksi] Nu Therm(/... Density[k/ft^3] Yield[ksij Ry Fu[ksi] Rt 1 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 2 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 3 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A500 Gr.42 29000 11154 .3 .65 .49 42 1.4 58 1.3 5 A500 Gr.46 29000 11154 .3 .65 .49 46 1.4 58 1.3 6 A653 Gr.55 29000 11154 .3 .65 .49 55 1.5 65 1.2 7 A53 Gr.B 29000 11154 .3 .65 .49 35 1.5 60 1.2 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design... A[in2] Ivy jin4] Izz[in4 J[in4] 1 Tube Post HSS3X3X3 Column Tube A500 Gr.46 Typical 1.89 2.46 2.46 4.03 2 Tube Beam HSS3X3X3 Beam Tube A500 Gr.46 Typical 1.89 2.46 2.46 4.03 Hot Rolled Steel Design Parameters Label Shape Lengthjft] Lbvy[ft] Lbzz[ft] Lcomp t...Lcomp b...L-tor... Kvy Kzz Cb Function 1 M1 Tube Post 7.75 Lateral 2 M2 Tube Post 7.75 Lateral 3 M3 Tube Post 7.75 Lateral 4 M4 Tube Post 7.75 Lateral 5 M5 Tube Post 7.75 Lateral 6 M6 Tube Post 7.75 Lateral 7 M7 Tube Beam 6.5 Lbw Lateral 8 M8 Tube Beam 6.5 Lbvy Lateral _ 9 M9 Tube Beam 5.5 Lbw Lateral 10 M10 Tube Beam 5.5 Lbyy Lateral 11 M11 Tube Beam 5.5 Lbw Lateral 12 M12 Tube Beam 3.25 Lbyy Lateral 13 M13 , Tube Beam 3.25 Lbvv Lateral 14 M14 Tube Beam 3.5 Lbyy Lateral 15 M15 Tube Beam 1 , Lbw Lateral 16 M16 Tube Beam 1 Lbyy Lateral 17 M17 Tube Beam 1 Lbw Lateral 18 M18 Tube Beam 5.5 Lbyy Lateral 19 M19 Tube Beam 5.5 Lbyy Lateral 20 M20 Tube Post 5.5 Lateral 21 M21 Tube Post 7.75 Lateral 22 M22 Tube Post 7.75 Lateral 23 M23 Tube Post 7.75 Lateral 24 M24 Tube Post 7.75 Lateral 25 M25 Tube Post 7.75 Lateral 26 M26 Tube Post 7.75 Lateral 27 M27 Tube Beam 6.5 Lbw Lateral 28 M28 Tube Beam 6.5 Lbyv Lateral 29 M29 Tube Beam 5.5 Lbw Lateral 30 M30 Tube Beam 5.5 Lbvy Lateral 31 M31 Tube Beam 5.5 Lbw Lateral 32 M32 Tube Beam 3.25 Lbyy Lateral 33 M33 Tube Beam 3.25 Lbw Lateral 34 M34 Tube Beam 3.5 Lbyy Lateral 35 M35 Tube Beam 1 Lbw Lateral _ 36 M36 Tube Beam 1 Lbyy Lateral 37 M37 Tube Beam 1 Lbyv Lateral 38 M38 Tube Beam 5.5 Lbyy Lateral RISA-3D Version 17.0.4 [1...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 1 1012 I : PSEI Sept 12,2019 ICompany'RISA Designer : 1:46 PM Job Number : RR 219-66 Checked By: A NEM: Model Name : Romtec Double Sidewalk Restroom Hot Rolled Steel Design Parameters (Continued) Label Shape Length[ft] Lbvy[ft] Lbzz[ft] Lcomp t...Lcomp b...L-tor... Kyy Kzz Cb Function 39 M39 Tube Beam 5.5 Lbvv Lateral 40 M40 Tube Post 5.5 Lateral 41 M41 Tube Beam 3.5 Lbw Lateral 42 M42 Tube Beam 3.5 Lbyy Lateral 43 M45 Tube Beam 3.5 Lbw Lateral 44 M46 Tube Beam 3.5 Lbyy Lateral 45 M50 Tube Beam 6.5 Lbw Lateral 46 M51 Tube Beam 6.5 Lbyv Lateral 47 M52 Tube Beam 6.5 Lbvv Lateral 48 , M55 Tube Beam 6.5 Lbyy Lateral 49 M56 Tube Beam 6.5 Lbw Lateral 50 M57 Tube Beam 6.5 Lbvy Lateral 51 M60 Tube Post 1.75 Lateral 52 M61 Tube Post 1.75 Lateral 53 M62 Tube Post 1.75 Lateral 54 M63 Tube Post 1.75 Lateral 55 M64 Tube Post 1.75 Lateral 56 M65 Tube Beam 3.5 Lbvy Lateral 57 M66 Tube Post 1.75 Lateral 58 M58 , Tube Beam 6.5 Lbyy Lateral 59 M59 Tube Beam 6.5 Lbw Lateral 60 M60A Tube Post 1.75 Lateral 61 M61A Tube Post 1.75 Lateral 62 M62A Tube Beam 3.5 Lbvy Lateral - Basic Load Cases BLC Description Category X Gr...Y Gr...Z Gr... Joint Point Distri...Area(Memb...Surface(Plate/... 1 Dead DL -1 1 2 Snow SL 1 3 Wind X +GCpi WL+X 4 4 Wind X-GCpi WL-X 4 5 Wind Z +GCpi WL+Z 9 6 Wind Z-GCpi WL-Z 9 7 Earthquake X ELX 4 , 8 Earthquake Z ELZ 2 9 BLC 1 Transient Area Loads None 58 10 BLC 2 Transient Area Loads None 58 11 BLC 3 Transient Area Loads None 172 12 BLC 4 Transient Area Loads None 172 13 BLC 5 Transient Area Loads None 215 14 BLC 6 Transient Area Loads None 215 Load Combinations Description SolvePDeltaSR...BLC F... BLC Fac... BLC Fact...BLC Factor BLC F... BLC F... B...F... B...F... B...F... B...F... 1 IBC 16-8 Yes Y DL 1 2 IBC 16-10 (a) Yes Y DL 1 SL 1 3 IBC 16-12 (a) Yes Y DL 1 WL+X .6 , , 4 IBC 16-13 (a) Yes Y DL 1 WL+X .45 SL .75 . 5 IBC 16-15 Yes Y , DL .6 WL+X .6 , 6 IBC 16-12 (a),Yes Y DL 1 WL-X .6 - 7 IBC 16-13 (a) Yes Y DL 1 WL-X .45 SL .75 , 8 IBC 16-15 Yes, Y DL ,6 WL-X .6 9 IBC 16-12 (a) Yes Y DL 1 WL+Z .6 , 10 IBC 16-13 (a) Yes Y DL 1 WL+Z .45 SL 75 RISA-3D Version 17.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 2 1013 IIIRISA Company : PSEI Sept 12,2019 Designer : RRMH 1:46 PM Job Number omtec 219-66 Checked By: Model Name : Romtec Double Sidewalk Restroom Load Combinations (Continued) Description SolvePDeltaSR...BLC F... BLC Fac... BLC Fact...BLC Factor BLC F... BLC F... B...F... B...F... B...F... B...F... _ 11 IBC 16-15 Yes Y DL .6 WL+Z .6 12 IBC 16-12 (a),Yes Y DL 1 WL-Z .6 13 IBC 16-13 (a) Yes Y DL 1 WL-Z .45 SL .75 14 IBC 16-15 Yes Y DL .6 WL-Z .6 15 IBC 16-12(b)(a)Yes Y DL 1 ELX .7 16 IBC 16-12(b)(a)Yes Y DL 1 ELX -.7 17 IBC 16-12(b)(b)Yes Y DL 1 ELZ .7 18 IBC 16-12(b)(b)Yes Y DL 1 ELZ -.7 19 IBC 16-14(a)(a)Yes Y DL 1 ELX .525 SL .75 20 IBC 16-14(a)(a)Yes Y DL 1 ELX -.525 SL .75 21 IBC 16-14(a)(b)Yes Y DL 1 ELZ .525 SL .75 22 IBC 16-14(a)(b)Yes Y DL 1 ELZ -.525 SL .75 23 IBC 16-16 (a) Yes Y DL .6 ELX .7 24 IBC 16-16 (a) Yes Y DL .6 ELX -.7 25 IBC 16-16 (b) Yes Y DL .6 ELZ .7 26 IBC 16-16 (b) Yes Y DL .6 ELZ -.7 Member Area Loads (BLC 1 : Dead) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf] 1 N95 N96 N94 N93 Y Two Way -.01 Member Area Loads (BLC 2 : Snow) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf] 1 N95 N96 N94 N93 Y Two Way -.025 Member Area Loads (BLC 3 : Wind X+GCpi) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf] 1 N28 N34 N8 N2 Perp Two Way . .004 2 N4 N10 N36 N30 Perp Two Way -.026 3 N95 N96 N46 N20 Perp Two Way . -.043 4 N20 N46 N94 N93 Perp Two Way -.014 Member Area Loads (BLC 4 : Wind X-GCpi) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf] 1 N28 N34 N8 N2 Perp Two Way .033 2 N4 N10 N36 N30 Perp Two Way .003 3 N95 . N96 N46 N20 Perp . Two Way -.03 4 N20 N46 N94 N93 Perp Two Way -.001 Member Area Loads (BLC 5 : Wind Z+GCpi) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf] 1 N2 N8 N18 N97 Perp Two Way .004 2 N98 N19 N10 N4 Perp Two Way .004 3 N5 N11 N12 N6 Perp Two Way .004 4 , N28 N34 N44 N99 Perp Two Way .021 5 N31 N37 N38 N32 Perp Two Way .021 6 N100 N45 N36 N30 Perp Two Way .021 7 N95 N101 N102 N93 Perp Two Way -.035 8 N101 N39 N40 N102 Pero Two Way -.026 9 N39 N96 N94 N40 Perp Two Way -.021 Member Area Loads (BLC 6 : Wind Z-GCpi) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf] RISA-3D Version 17.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 3 1014 Company : PSEI Sept 12,2019 I ''R'SA DesigPM JobNnerumber : RMH Coe ke : Romtec 219-66 Checked By: Model Name : Romtec Double Sidewalk Restroom Member Area Loads (BLC 6 : Wind Z-GCpi) (Continued) Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksf] 1 N2 N8 N18 N97 Perp Two Way .033 2 N98 N19 N10 N4 Perp Two Way .033 3 N5 N11 N12 N6 Perp Two Way .033 4 N28 N34 N44 N99 Perp Two Way -.001 5 N31 N37 N38 N32 Perp Two Way -.001 6 N100 N45 N36 N30 Perp Two Way -.001 7 N95 N101 N102 N93 Perp Two Way -.006 8 N101 N39 N40 N102 Perp Two Way .003 9 N39 N96 N94 N40 Perp Two Way .008 Joint Loads and Enforced Displacements (BLC 7 : Earthquake X) Joint Label L,D,M Direction Magnitude[(k,k-ft),(in,rad),(!*s^2/ft,k*s^2101 1 N8 L X .455 2 N7 L X .455 3 N33 L X .455 4 N34 L X .455 Joint Loads and Enforced Displacements (BLC 8 : Earthquake Z) Joint Label L,D,M Direction Magnitude[(k,k-ft),(in,rad),(k*s^2/ft,k*s^2*ft)] 1 N8 L Z -.91 2 N10 L Z -.91 Envelope Member Section Forces Member Sec Axial[k] LC y Shear[k] LC z She...LC Torque[k...LC y-y Moment[k-ft] LC z-z Moment[k... LC 1 M1 1 m... 1.17 20 .473 5 .031 14, 0 26 0 26 0 26 2 min -.768 5 -.307 16 -.028 18 0 1 0 1 0 1 3 2 m... .893 20 .189 6 .141 17 .031 6 .247 26 .167 23 4 min -.444 5 -.134 16 -.133 26 -.008 26 -.255 17 -.17 16 5 3 m... .881 20 .134 3 .141 17 .031 6 .018 21 .089 16 6 min -.451 5 -.134 16 -.133 26 -.008 26 -.012 26 -.227 6 7 4 m_.. .868 20 .133 15 .141 17 .031 6 .291 17 .348 16 8 min -.459 5 -.134 16 -.133 26 -.008 26, -.27 26 -.385 3 9 5 m... .496 2 .167 23 .245 21 .018 8 .201 21 .408 20 10 min -.201 5 -.325 20 -.078 5, -.016 20 -.058 26 -.187 23 11 M2 1 m... 1.165 19 .599 6 .04 25 0 26 0 26, 0 26 12 min -.481 24 -.24 24 -.043 18 0 1 0 1 0 1 13 2 m... .891 19 .183 3 .232 17 .058 3 .199 26 .17 15 14 min -.206 24 -.133 16 -.23 26 -.014 16 -.205 17 -.167 24 15 3 m... .867 19 .155 6 .245 17 .006 24 .206 18 .091 16 16 min -.221 24 -.133 16 -.235,26 -.015 19 -.202 25 -.219 3 17 4 m... .855 19 .163 6 .245 17 .006 24 .273 17 .349 16 18 min -.228 24 -.133 16 -.235 26 -.015 19 -.25 26 -.429 6 19 5 m... .494 2 .321 19 .151 2 .037 4 .207 21 .184 24 20 min -.13 11 -.163 24 -.029 11 -.011 8 -.08 26 -.406 19 21 M3 1 m... .532 22 .167 8 .036 12 0 26 0 26 0 26 22 min -.164 5 -.041 16 -.03 26 0 1 0 1 0 1 23 2 m... .463 20 .036 8 .132 25 .008 5 .256 18 .041 16 24 min -.179 5 -.039 16 -.142 18 -.013 7 -.244 25 -.283 8 25 3 rn... .451 20 .033 23 .132 25 .008 5 .027 14 .117 16 26 min -.187 5 -.039 16 -.142 18 -.013 7 -.02 22 -.304 8 27 4 m... .438 20 .033 23 .132 25 .008 5 .268 25 .193 16 28 min -.194 5 -.065 6 -.142 18 -.013 7 -.294 18 -.226 8 29 5 m..• .325 20 .028 15 .035 11 .009 21 .065 11 .208 16 RISA-3D Version 17.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 4 1015 I I I R'SA Company PSEI Sept 12,2019 g 1:46 PM Job DesiNumberner : Romtec 219-66 Checked By: A NEML'. Model Name : Romtec Double Sidewalk Restroom Envelope Member Section Forces (Continued) Member Sec Axial(kl LC v Shearfkl LC z She...LC Torauelk...LC v-v Momentfk-ftl LC z-z Momentfk... LC 30 min -.18 5 -.152 8 -.162 2 -.021 8 -.211 22 -.181 23 31 M4 1 m.. .548 22 .137 3 .062 25 0 26 0 26 0 26 32 min -.122 11 -.035 24 -.062 18 0 1 0 1 0 1 33 2 m... .464 19 .04 15 .094 25 .012 7 .18 18 .033 24 34 min -.089 11 -.033 24 -.103 18 -.008 5 -.171 25 -.228 3 35 3 m... .452 19 .04 15 .094 25 012 7 .026 14 .096 24 36 min -.097 11 -.033 24 -.103 18 -.008 5 -.02 22 -.257 3 37 4 m.. .439 19 .043 6 .094 25 .012 7 .194 25 .16 24 38 min -.104 11 -.044 5 -.103 18 -.008 5 -.219 18 -.209 3 39 5 m.. .325 19 .033 8 .048 11 .008 14 .069 11 .181 24 40 min -.098 24 -.116 3 -.181 22 -.016 3 -.231 22 -.207 15 41 M5 1 m.. .24 13 .034 23 .115 14 0 26 0 26 0 26 42 min -.126 8 -.035 16 -.016 22 0 1 0 1 0 1 43 2 m.. .228 13 .034 23 .038 14 0 26 .144 14 .067 16 _ 44 min -.134 8 -.035 16 -.016 22 0 1 -.031 22 -.066 23 45 3,m- .215 , 13 .034 23 .011 25 0 26 .161 14 .135 16 46 min -.141 8 -.035 16 -.021 12 0 1 -.062 22 -.132 23 47 4 m... .203 13 .034 23 .011 25 0 ,26 .062 25 .202 16 48 , min -.149 8 -.035 16 -.083 12 0 1 -.093 22 -.198 23 49 5 m.. .183 22 .077 8 .011 25 .018 14 .082 25 .171 20 50 min -.075 8 -.209 21 -.15 12 -.007 16 -.162 12 -.132 8 51 M6 , 1 m.. .246 4 .035 15 .113 14 0 26 0 26 0 26 52 min -.015 25 -.034 24 -.015 22 0 1 0 1 0 1 53 2 rm. .234 4 .035 15 .037 14 0 26 .141 14 .066 24 54 min -.023 25 -.034 24 -.015 22 0 1 -.029 22 -.067 15 55 3 m.. .221 4 .035 15 .009 25 0 26 .156 14 .132 24 56 min -.03 25 -.034 24 -.022 12 0 1 -.057 22 -.135 15 _ 57 4 m... .209 4 .035 15 .009 25 0 26 .057 14 .198 24 58 min -.038 25 -.034 24 -.081 12 0 1 -.086 22 -.202 15 59 5 m.. .178 22 .206 2 .009 25 .005 15 .071 25 .079 24 60 min -.046 8 -.042 11 -.147 12 -.02 14 -.162 12 -.171 19 61 M7 1 m•• .418 17 .168 21 .058 6 .024 20 .057 24 .199 21 62 min -.32 26 -.049 5 -.026,24 -.044 8 -.078 3 -.055 5 63 2 mm. .418 17 .109 21 .043 3 .024 20 .015 16 .012 5 64 min -.32 26 -.022 5 -.026 24 -.044 8 -.015 15 -.04 21 65 3 m.. .674 17 .062 21 .053 15 .024 20 .083 24 .044 11 66 min -.566 , 26 -.056 18 -.053 16 -.044 8 -.084 15 -.176 21 67 4 m... .674 17 .031 25 .053 15 .005 11 .023 8 .015 11 68 min -.566 26 -.095 22 -.053 16 -.015 13 -.01 12 -.044 2 69 5 m.. .674 17 .045 5 .053 15 .005 11 .089 23 .157 22 70 min -.566 26 -.141 22 -.053 16 -.015 13 -.09 16 -.052 5 71 M8 1 m,.. .382 17 .168 21 .044 8 .015 8 .058 16 ,198 21 72 min -.279 26 -.018 11 -.027 16 -.03 4 -.079 8 -.021 11 73 2 mm.. .382 17 .109 21 .045 8 .015 8 .014 16 .003 26 74 min -.279 26 -.024 26 -.027 16 -.03 4 -.014 23 -.04 21 75 3 m... .639 17 .061 21 .051 15 .016 22 .08 16 .046 11 76 min -.528 26 -.068 18 -.051 16 -.03 4 -.079 23 -.176 21 77 4 m... .639 17 .043 25 .051 15 .016 22 .017 3 .014 11 78 min -,528 26 -.105 22 -.051 16, -.006 5 -.003 24 -.043 2 79 5 m•• .639 17 .043 11 .051 15 .016 22 .087 15 .174 22 80 min -.528 26 -.151 22 -.051 16 -.006 5 -.086 24 -.066 25 81 M9 1 m... .267 19 .304 20 .036 16 .009 11 .066 8 .384 20 82 min -.088 24 -.135 5 -.044 8 -.034 2 -.052 16 -.174 23 83 2 m... .267 19 .224 20 .036 16 .009 11 .006 8 .095 24 84 min -.088 24 -.08 5 -.044 8 -.034 2 -.005 18 -.151 19 85 3 m.. .303 19 , .118 20 .036 16 .033 21 .054 3 .081 11 86 min -.136 24 -.118 19 -.044 3 -.034 2 -.054 8 -.257 2 RISA-3D Version 17.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 5 1016 I I I R IS A Company PSEI Sept 1 M 2019 Designer RMH 1:46 PM Job Number : Romtec 219-66 Checked By: A NEM: Model Name : Romtec Double Sidewalk Restroom Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z She...LC Toraue[k...LC y-y Moment[k-ft] LC z-z Moment[k... LC 87 4 m.•. .303 19 .067 11 .033 24 .033 21 .004 24 .094 23 88 min -.136 24 -.223 19 -.044 3 -.012 8 -.007 3 -.15 20 89 5 m••• .303 19 .082 11 .033 24 .033 21 .049 24 .382 19 90 min -.136 24 -.303 19 -.044 3 -.012 8 -.068 3 -.172 24 91 M10 1 m.. .238 23 .208 20 .129 14 .068 19 .095 15 .207 16 92 min -.241 16 -.135 5, -•051 15 -.022 14 -•093 24 -.186 23 93 2 m.• .229 15 .114 20 .05 24 .045 20 .025 12 .051 24 94 min -.224 24 -.051 5 -.054 15 -.012 5 -.014 24 -.078 19 95 3 m.. .229 15 .068 20 .05 24 .045 20 .055 24 .034 11 96 min -.224 24 -.068 19 -.05 23 -.045 19 -.058 15 -.123 2 97 4 m.•. .083 15 .028 24 .054 16 .012 11 .023 12 .051 23 98 min -.089 5 -.114 19 -.05 23 -.045 19 -.015 23 -.078 20 99 5 m•.• .075 23 .113 24 .051 16 .047 8 .092 16 .207 15 100 min -.109 3 -.208 19 -.132 14 -.068 20 -.089 23 -.186 24 101 M11 1 m... .119 6 .208 20 .089 16 .021 22 .128 23 .219 20 102 min -.063 5 -.08 5 -.086 23 -.015 25 -.134 16 -.109 5 103 2 m.. .119 6 .144 20 .089 16 .021 22 .012 8 , .051 24 104 min -.063 5 -.048 5 -.086 23 -.015 25 -.011 16 -.133 19 105 3 m.. .119 6 .068 20 .089 16 .016 25 .111 16 .065 11 106 min -.09 5 -.068 19 -.087 15 -.021 22 -.107 23 -.21 2 107 4 m•. .096 7 .041 11 .084 24 .016 25 .011 24 .06 8 108 min -.09 5 -.144 19 -.087 15 -.021 22, -.011 15 -.133 20 109 5 m•.• .096 7 .066 11 .084 24 .016 25 .126 24 .22 19 - 110 min -.09 5 -.209 19 -.087 15 -.021 22 -.131 15 -.11 24 111 M12 1 m.. .038 12 .127 2 .061 6 .01 15 .086 16 .066 2 112 min -.009 26 -.037 11 -.048 16 -.01 16 -.101 6 -.02 8 113 2 m.. .038 12 .122 2 .061 ,6 .01 15 .047 16 .015 11 114 min -.009 26 -.032 11 -.048 16 -.01 16 -.052 6 -.035 2 115 3 m... .038 12 .039 21 .061 6 .01 15 .008 16 •029 11 116 min -.009 26 -.015 8 -.048 16 -.01 16 -.008 15 -.101 2 117 4 m•. .038 12 .025 5 .061 6 .01 15, .047 6 .022 11 118 min -.009 26 -.045 2 -.048 16 -.01 16 -.031 16 -.098 2 119 5 m•.• .038 12 .022 5 .061 6 .01 15 .096 6 .028 8 120 min -.009 26 -.05 2 -.048 16 -.01 16 -.07 16 -.062 21 121 M13 1 m•.• .08 12 .036 21 .094 15 0 25 .144 16 .023 11 122 min -.02 8 -.013 26 -.094 16 -.005 8 -.144 15 -.083 22 123 2 m.• .08 12 .031 21 .094 15 0 25 .068 16 .028 11 124 min -.02 8 -.016 26 -.094 16 -.005 8 -.068 15 -.097 2 125 3 m••• .08 12 .012 11 .094 15 0 25 .009 15 .027 11 126 min -.02 8 -.047 22 -.094 16, -.005 8 -.009 16 -.094 2 127 4 m.•• .08 12 .031 11 .094 15 0 25 .086 15 .03 14 128 min -.02 8 -.095 2 -.094 16 -.005 8 -.086 16 -.051 21 129 5 m•.. .08 12 .042 11 .094 15 0 25 .163 15 .08 13 130 min -.02 8 -.134 2 -.094 16 -.005 8 -.163 16 -.028 25 131 M14 1 m.• .194 2 .096 20 .009 8 .04 20, .01 21 .095 16 132 min -.056 8 -.058 8, -.011 21 -.012 23 -.007 8 -.082 8 133 2 m.•• .194 2 .086 20 .009 8 .04 20 .002 15 .037 24 134 min -.056 8 -.058 8 -.011 21 -.012 23 -.001 24 -.054 15 135 3 m.. .194 2 , .072 20 .01 14 .04 20, .008 8 .02 8 136 min -.056 8 -.072 19 -.012 13 -.04 19 -.009 21 -.074 2 137 4 m••• .194 2 .024 24 .009 4, .011 24 .004 16 .041 8 138 min -.033 11 -.086 19 -.004 26 -.04 19 -.003 23 -.054 16 139 5 m•.. .194 2 .019 24 .009 4 .011 24 .01 20 .095 15 - 140 min -.033 11 -.096 19 -.004 26, -.04 19, -.005 23 -.068 24 141 M15 1 m••• .146 12 .128 22 .026 21 .051 8 .014 14 .138 12 142 min -.02 25 -.085 25, -.057 14 -.079 20 -.011 21 -.082 25 143 2 m..• .146 12 .121 22 .026 21 .051 8 .006 8 .108 12 RISA-3D Version 17.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 6 1017 • Company : PSEI Sept 12,2019 I'I RISA Designer : RMH 1:46 PM Job Number Romtec 219 66 Checked By: A NEME rSCHEK CO?,- Model Name : Romtec Double Sidewalk Restroom Envelope Member Section Forces (Continued) Member Sec Axialfkl LC v Shearfkl LC z She...LC Torauefk...LC v-v Momentfk-ftl LC z-z Momentfk... LC 144 min -.02 25 -.087 25 -.057 14 -.079 20 -.004 21 -.061 25 145, 3 m... .146 12 .118 18 .026 21 .051 8 .004 16 .079 12 146 min -.02 25 -.089 25 -.057 14 -.079 20 -.015 14 -.039 25 147 4 m.. .146 12 .115 18 .026 21 .051 8 .009 17 .052 14 148 min -.02 25 -.091 25 -.057 14 -.079 20 -.029 14 -.027 15 149 5 m... .146 12 .111 18 .026 21 .051 8 .016 17 .043 24 150 min -.02 25 -.093 25 -.057 14 -.079 20 -.044 14 -.053 15 151 M16 1 m... .023 13 .098 21 .052 16 .016 15 .009 8 .068 13 152 min -.01 26 -.035 8 -.052 15 -.016 16, -.002 17 -.019 11 153 2 m... .023 13 .09 21 .052 16 .016 15, .013 16 .055 13 154 min -.01 26 -.035 8 -.052 15 -.016 16 -.013 15 -.013 11 155 3 m.., .023 13 .082 21 .052 16 .016 15 .026 16 .046 12 156 min -.01 26 -.035 8 -.052 15 -.016 16 -.026 15 -.021 25 157 4 m... .023 13 .075 21 .052 16 .016 15 .039 16 .047 14 158 min -.01 26 -.035 8 -.052 15 -.016 16 -.039 15 -.031 17 159 5 m.. .023 13 ,067 21 .052 16 .016 15 .051 16 .052 14 160 min -.01 26 -.036 8 -.052 15 -.016 16 -.051 15 -.042 17 161 M17 1 m... .144 12 .127 13 .059 14 .079 19 .011 4 .14 12 162 min -.016 25 -.08 8 -.023 4 -.019 11 -.016 14 -.07 25 163 , 2 m.. .144 12 .121 13 .059 14 .079 19 .005 4 .109 12 164 min -.016 25 -.082 8 -.023 4 -.019 11 -.001 23 -.052 25 165 3 m... .144 12 .118 12 .059 14 .079 19 .014 14 .079 12 166 min -.016 25 -.084 8 -.023 4 -.019 11 -.004 17 -.033 25 167 4 m... .144 12 .116 12 .059 14 .079 19 .029 14 .051 14 168 min -.016 25 -.085 8 -.023 4 -.019 11 -.009 17 -.027 16 169 5 m... .144 12 .113 12 .059 14 .079 19 .044 14 .05 8 170 min -.016 25 -.087 8 -.023 4 -.019 11 -.013 17 -.053 16 _ 171 M18 1 m... .354 8 .321 16 .023 24 .028 17 .119 8 .52 16 172 min -.284 20 -.28 23 -.032 6 -.025 26 -.07 16 -.474 23 173 2 m... .354 8 .313 16 .023 24 .028 17 .074 8 .085 24 174 min -.284 20 -.285 23 -.032 6 -.025 26 -.039 20 -.087 15 175 3 m... .354 8 .304 16 .023 24 .028 17 .031 8 -.014 14 176 min -.326 4 -.303 15 -.033 8 -.025 26 -.028 21 -.371 6 177 4 m••• .107 8 .284 24 .024 16 .024 26 .027 24 .084 23 178 min -.326 4 -.312 15 -.033 8 -.027 17 -.054 3 -.086 16 179 5 m... .107 8 .279 24 .024 16 .024 26 .059 24 .518 15 180 min -.326 4 -.32 15 -.033 8 -.027 17 -.094 3 -.472 24 181 M19 1 m... .213 6 .333 16 .012 17 .015 25 .104 8 .544 16 182 Fein -.289 5 -.383 8 -.024 8 -.015 18 -.034 16 -.71 8 183 2 m... .213 6 .324 16 .012 17 .015 25 .071 8 .094 24 184 min -.289 5 -.388 8 -.024,8 -.015 18 -.019 16 -.182 6 185 3 m.. .461 6 .315 16 .012 17 .015 25 .037 8 .358 8 186 min -.289 5 -.398 3 -.024 8 -.015 18 -.02 18 -.388 3 187 4 m... .461 6 .295 24 .011 24 .011 26 .013 24 .168 5 188 min -.091 24 -.407 3 -.024 6 -.011 17 -.048 3 -.102 16 _ 189 5 m... .461 6 .289 24 .011 24 .011 26 .028 24 .732 3 190 min -.091 24 -.416 3 -.024 6 -.011 17 -.078 3 -.502 24 191 M20 1 m... .053 3 .248 6 .015 17 .009 17 .026 26 .703 6 192 min -.037 8 -.234 16 -.014 26 -.009 18 -.027 17 -.647 16 193, 2 m... .044 3 .248 6 .015 17 .009 17 .007 18 .363 6 194 min -.042 8 -.234 16 -.014 26, -.009 18 -.006 25 -.325 16 195 3 m... .036 3 .248 6 .015 17 .009 17 .014 17 .022 6 196 min -.048 8 -.234 16 -.014 26 -.009 18 -.012 26 -.003 16 197 4 m... .03 5 .248 6 .015 17 .009 17 .035 17 .319 16 198 min -.056 6 -.234 16 -.014 26 -.009 18 -.031 26 -.319 15 199 5 m... .024 5 .248 6 .015 17 .009 ,17 .055 17 .641 16 200 min -.065 6 -.234 16 -.014 26 -.009 18 -.05 26 -.659 6 RISA-3D Version 17.0.4 [1...\...1...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 7 • 1018 I : PSEI Sept 12,2019 ICompany 'RISA Designer : RMH 1:46 PM Job Number : Romtec 219-66 Checked By: ANEME1SCHEK COWAN, Model Name : Romtec Double Sidewalk Restroom Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z She...LC Toraue[k...LC y-y Moment[k-ft] LC z-z Moment[k... LC 201 M21 1 m... 1.17 20 .473 5 .029 17 0 26 0 26 0 26 202 min -.768 5 -.307 16 -.028 26 0 1 0 1 0 1 203 2 m... .893 20 .19 6 .131 ,25 .008 25 .251 18 .167 23 204 min -.444 5 -.134 16 -.138 18 -.031 6 -.243 25 -.17 16 205 3 m... .881 20 .134 3 .131 25 .008 25 .01 25 .089 16 206 min -.451 5 -.134 16 -.138 18 -.031 6 -.016 22 -.229 6 207 4 m.. .868 20 .133 15 .131 25 .008 25 .262 25 .348 16 208 min -.459 5 -.134 16 -.138 18 -.031 6 -.283 18 -.385 3 209 5 m... .496 2 .167 23 .078 5 .016 20 .038 25 .408 20 210 min -.201 5 -.325 20 -,208 20 -.019 8 -.186 22 -.187 23 211 M22 1 m... 1.165 19 .601 6 .044 17 0 26 0 26 0 26 212 min -.481 24 -.24 24 -.041 26 0 1 0 1 0 1 213 2 m... .891 19 .183 3 .233 25 .014 16 .205 18 .17 15 214 min -.206 24 -.133 16 -.235 18 -.058 3 -.198 25 -.167 24 215 3 m... .867 19 .155 6 .222 25 .015 19 .193 26 .091 16 216 min -.221 24 -.133 16 -.232 18 -.006 24 -.197 17 -.219 3 217 4 m... .855 19 .163 6 .222 25 .015 19 .235 25 .349 16 218 min -.228 24 -.133 16 -.232.18 -.006 24 -.258 18 -.43 6 219 5 m... .494 2 .321 19 .009 5 .012 8 .085 25 .184 24 220 min -.068 11 -.163 24 -.151 2 -.036 4 -.211 22 -.406 19 221 M23 1 m... .529 21 .167 8 .029 25 0 26 0 26 0 26 222 min -.164 5 -.041 16 -.03 18 0 1 0 1 0 1 223 2 m... .463 20 .036 8 .144 17 .013 7 .245 26 .041 16 224 min -.179 5 -.039 16 -.134 26 -.008 5 -.257 17 -.283 8 225 3 m... .451 20 .033 23 .144 17 .013 7 .022 21 .117 16 226 min -.187 5 -.039 16 -.134 26 -.008 5 -.014 26 -.304 8 227 4 ,m... .439 20 .033 23 .144 17, .013 7 .301 17 .193 16 228 min -.194 5 -.065 6 -.134 26 -.008 5 -.274 26 -.226 8 229 5 m... .325 20 .028 15 .162 2 .021 8 .2 21 .208 16 230 min -.18 5 -.152 8 -.035.5 -.009 19 -.03 5 -.181 23 231 M24 1 m... .547 21 .137 3 .064 17 0 26 0 26 0 26 232 min -.121 26 -.035 24 -.063 26 0 1 0 1 0 1 233 2 m... .464 19 .04 15 .103 17 .008 5 .169 26 .033 24 234 min -.057 24 -,033 24 -.094,26 -.012 7 -.178 17 -.228 3 235 3 m... .452 19 .04 15 .103 17 .008 5 .022 21 .096 24 236 min -.065 24 -.033 24 -.094 26 -.012 7 -.014 26 -.257 3 237 4 m... .439 19 .043 6 .103 17 .008 5 .221 17 .16 24 238 min -.072 24 -.044 5 -.094 26 -.012 7 -.197 26 -.209 3 239 5 m.., .325 19 .033 8 .172 21 .016 3 .222 21 .181 24 240 min -.098 24 -.116 3 0 26 -.005 26 -.056 26 -.207 15 241 M25 1 m... .233 21 .034 23 .075 9 0 ,26 0 26 0 26 242 min -.126 8 -.035 16 -.011 26 0 1 0 1 0 1 243 2 m... .221 21 .034 23 .026 9 0 26 .095 9 .067 16 244 min -.134 8 -.035 16 -.011 26 0 1 -.02 26 -.066 23 245 3 m... .208 21 .034 23 .016 21 0 26 .11 9 .135 16 246 min -.141 8 -.035 16 -.012 11 0 1 -.041 26 -.132 23 247 4 m... .196 21 .034 23 .016 21 0 26 .092 21 .202 16 248 min -.149 8 -.035 16 -.051 11 0 1 -.061 26 -.198 23 249 5 m•.. .179 21 .077 8 .016 21, .012 9 .123 21 .171 20 250 , min -.075 8 -.206 2 -.094 11 -.006 23 -.092 11 -.133 8 251 M26 1 m•.. .246 4 .035 15 .074 9 0 26 0 26 0 26 252 min -.019 11 -.034 24 -.009 26 0 1 0 1 0 1 253 2 m... .234 4 .035 15, .025 9 0 26 .093 9 .066 24 254 min -.026 11 . -.034 24 -.009 26 0 1 -.017 26 -.067 15 255 3 m... .221 4 .035 15 .015 21 0 26 .106 9 .132 24 256 min -.034 11 -.034 24 -.013 11 0 1 -.035 26 -.135 15 257 4 m... .209 4 .035 15 .015 21 0 26 .085 21 .198 24 RISA-3D Version 17.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 8 1019 Company : PSEI Sept 12,2019 I IIRISA Designer : RMH 1:46 PM Job Number : Romtec 219-66 Checked By: HEK COMPANY Model Name : Romtec Double Sidewalk Restroom Envelope Member Section Forces (Continued) Member Sec Axialfkl LC v Shearfkl LC z She...LC Torquefk...LC v-v Momentfk-ftl LC z-z Momentfk... LC _ 258 min -.041 11 -,034 24 -.05 11 0 1 -.052 26 -.202 15 259 5 m.., .175 21 .206 2 .014 21 .005 24 .114 21 .079 24 260 min -.058 11 -.01 8 -.092 11 -.013 9 -.093 11 -,171 19 261 M27 1 m... .302 21 .162 22 .026 24 .044 8 .078 3 .189 22 262 min -.2 26 -.049 5 -.058 6 -.024 20 -.057 24 -.055 5 263 2 m... .302 21 .103 22 .026 24 .044 8 .015 15 .012 5 264 min -.2 26 -.022 5 -.043 3 -.024 20 -,015 16 -.041 22 265 3 m... .302 21 .056 22 .053 16 .044 8 .084 15 .034 5 266 min -.2 26 -.051 17 -.053 15 -.024 20 -.083 24 -.168 22 267 4 m... .177 20 .027 26 .053 16 .014 21 .004 20 .009 5 268 min -.089 11 -.092 21 -.053 15 -.008 11 -.023 8 -.044 2 269 5 m.., .177 20 .045 5 .053 16 .014 21 .09 16 .149 21 270 min -.089 11 -.138 21 -.053 15 -.008 11 -.089 23 -.052 5 271 M28 1 m.,. .352 17 .166 22 .027 16 .03 4 .078 8 .198 22 272 min -.25 , 26 -.016 11 -,044 8 -.015 8 -.058 16 -.02 25 273 2 m••: .352 17 .107 22 .027 16 .03 4 .014 23 .007 11 274 min -.25 26 -.022 25 -.045 8 -.015 8 -.014 16 -.038 22 275 3 m.., .352 17 .06 22 .051 16 .03 4 .079 23 -.006 5 276 min -.25 26 -.065 17 -.051 15 -.015 8 -.08 16 -.172 22 277 4 m... .181 19 .04 26 .051 16 .008 11 .006 11 0 5 278 min -.077 11 -.102 21 -.051 15 -.015 21 -.017 3 -.043 2 279 5 m.., .181 19 .026 26 .051 16 .008 11 .086 24 .169 21 280 min -.077 11 -.148 21 -.051 15 -.015 21 -.087 15 -.059 26 281 M29 1 m,.. .267 19 .304 20 .044 8 .034 2 .052 16 .384 20 282 min -.088 24 -.135 5 -.036 16 -.009 8 -.067 8 -.174 23 283 2 m.. .267 19 .224 20 .044 8 .034 2 .003 17 .095 24 284 min -.088 24 -.08 5 -.036 16 -.009 8 -.006 8 -.151 19 _ 285 3 m.., .303 19 .118 20 .044 3 .034 2 .055 8 .047 5 286 min -.136 24 -.118 19 -.036 16 -.034 22 -.054 3 -.257 2 287 4 m.. .303 19 .044 24 .044 3 .012 8 .007 3 .094 23 288 min -.136 , 24 -.223 19 -.033 24 -.034 22 -.004 25 -.15 20 289 5 m.. .303 19 .044 11 .044 3 .012 8 .068 3 .382 19 290 min -.136 24 -.303 19 -.033 24 -.034 22 -.049 24 -.172 24 291 M30 1 m... .238 23 .208 20 .082 9 .02 8 .093 24 .207 16 292 min -.241 16 -.135 5 -.048 24 -.068 19 -.095 15 -.186 23 293, 2 m.. .229 15 .114 20 .054 15 .012 5 .015 11 .051 24 294 min -.224 24 -.051 5 -.05 24 -.045 20 -.016 15 -.078 19 295 3 m.., .229 15 .068 20 .05 23 .045 19 .058 15 .018 5 296 min -.224 24 -.068 19 -,05 24 -.045 20 -.055 24 -.123 2 297 4 m.. .083 15 .028 24 .05 23 .045 19 .015 23 .051 23 298 , min -.089 5 -.114 19 -.054 16 -.01 24 -.018 16 -.078 20 299 5 m.. .075 23 .113 24 .049 23 .068 20 .089 23 .207 15 300 min -.109 3 -.208 19 -.084 9 -.047 8 -.092 16 -.186 24 301 M31 1 m... .119 6 .208 20 .086 23 .015 26 .134 16 .219 20 302 min -.063 5 -.08 5 -.089 16 -.02 21 -.128 23 -.109 5 303 2 ,m.. .119 6 .144 20 .086 23 .015 26 .011 16 .051 24 304 min -.063 5 -.048 5 -.089 16 -.02 21 -.012 8 -.133 19 305 3 m.. .119 6 .068 20 .087 15 .021 21 .107 23 .05 8 306 min -.09 5 -.068 19 -.089 16 -.015 26 -.111 16 -.21 2 307 4 m... .096 7 .022 5 .087 15 .021 21 .011 15 .06 8 308 min -.09 5 -.144 19 -,084 24 -,015 26 -.011 ,24 -.133 20 309 5 m... .096 7 .026 11 .087 15 .021 21 .131 15 .22 19 310 min -.09 , 5 -.209 19 -.084 24 -.015 26 -.126 24 -.11 24 311 , M32 1 m•.. .017 21 .127 2 .048 16 .01 16 .101 6 .066 2 312 pun -.022 11 -.018 11 -.061 6 -.01 15 -.086 16 -.02 8 313 2 m.., .017 21 .122 2 .048 16 .01 16 .052 6 .012 5 314 min -.022 11 -.019 8 -.061 6 -.01 15 -.047 16 -.035 2 RISA-3D Version 17.0.4 [\.,.\...\,.,\...\...\..,\Dsg Engr\Double Restroom.r3d] Page 9 1020 Company : PSEI Sept 12,2019 1:I PM ',RISA Job NuDesignermber : RRMH Coe ke : omtec 219-66 Checked By: A NEMETSCHEK COWAN,. Model Name : Romtec Double Sidewalk Restroom Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z She...LC Torque[k...LC y-y Moment[k-ft] LC z-z Moment[k... LC 315 3 m... .017 21 .038 2 .048 16 .01 16 .008 15 .018 5 316 min -.022 11 -.015 8 -.061 6 -.01 15 -.008 16 -.101 2 317 4 m... .017 21 .025 5 .048 16 .01 16 .031 16 .018 8 318 min -.022 11 -.045 2 -.061 6 -.01 15 -.047 6 -.098 2 319 5 m... .017 21 .022 5 .048 16 .01 16 .07 16 .028 8 320 min -.022 11 -.05 2 -.061 6 -.01 15 -.096 6 -.06 22 321 M33 1 m... .026 21 .036 22 .094 16 .005 8 .144 15 .021 8 322 min -.049 11 -.013 25 -.094 15 -.001 18 -.144 16 -.084 21 323 2 m... .026 21 .031 22 .094 16 .005 8 .068 15 .022 8 324 min -.049 11 -.016 25 -.094 15 -.001 18 -.068 16 -.097 2 325 3 m__. .026 21 .013 11 .094 16 .005 8 .009 16 .023 8 326 min -.049 11 -.047 21 -.094 15 -.001 18 -.009 15 -.094 2 327 4 m._. .026 21 ,02 11 .094 16 .005 8 .086 16 .023 8 328 min -.049 11 -.095 2 -.094 15 -.001 18 -.086 15 -.05 22 329 5 m... .026 21 .027 5 .094 16 .005 8 .163 16 .077 21 330 min -.049 11 -.134 2 -.094 15 -.001 18 -.163 15 -.038 11 331 M34 1 m... .194 2 .096 20 007 19 .012 11 .008 8 .095 16 332 min -.056 8 -.058 8 -.009 8 -.04 20 -.007 19 -.082 8 333 2 m.•. .194 2 .086 20 .007 ,19 .012 11 .001 24 .037 24 334 min -.056 8 -.058 8 -.009 8 -.04 20 -.002 15 -.054 15 335 3 m.. .194 2 .072 20 .006 11 .04 19 .007 4 .02 8 336 min -.056 8 -.072 19 -.009 4 -.04 20 -.008 8 -.074 2 337 4 m... .194 2 .024 24 .003 11 .04 19 .003 23 .041 8 - 338 min -.017 8 -.086 19 -.009 4 -.011 24 -.004 16 -.054 16 339 5 m... .194 2 .019 24 .002 23 .04 19 .005 23 .095 15 340 min -.017 8 -.096 19 -.009 4, -.011 24 -.01 20 -.068 24 341 M35 1 m... .013 17 .123 21 .021 8 .079 20 .011 10 .1 17 342 min -.092 11 -.079 26 -.039 9 -.051 8 -.011 8 -.081 26 343 2 m... .013 17 .117 21 .021 8, .079 20 .003 2 .071 17 344 min -.092 11 -.081 26 -.039 9 -.051 8 -.006 8 -.064 11 345 3 m..• .013 17 .112 17 .021 8 .079 20 .004 23 .043 17 346 min -.092 11 -.083 26 -.039 9 -.051 8 -.01 9 -.048 11 347 4 rm.. .013 17 .109 17 .021 8 .079 20 .006 23 .022 24 348 min -.092 11 -.085 26 -.039 9 -.051 8 -.019 9 -.033 9 349 5 m.., .013 17 .105 17 .021 8 .079 20 .01 8 .043 24 350 min -.092 11 -.087 26 -.039 9 -.051 8 -.029 9 -.053 15 351 M36 1 m... .011 2 .098 2 .052 15 .016 16 .002 18 .064 21 352 min -.013 11 -.035 8 -.052 16 -.016 15 -.009 8 -.024 11 353 2 m... .011 2 .089 22 .052 15 .016 16 .013 15 .047 21 354 min -.013 11 -.035 8 -.052 16 -.016 15 -.013 16 -.026 11 355 3 m... .011 2 .081 22 .052 15 .016 16 .026 15 .033 21 356 min -.013 11 -.035 8 -.052 16 -.016 15 -,026 16 -.028 11 357 4 m... .011 2 .074 22 .052 15 .016 16 .039 15 .03 25 358 min -.013 11 -.035 8 -.052,16 -.016 15 -.039 16 -.031 18 359 5 m,.; .011 2 .066 22 .052 15 .016 16 .051 15 .031 25 360 min -.013 11 -.036 8 -.052 16 -.016 15 -.051 16 -.042 18 361 M37 1 m.•. .009 17 .122 20 .04 9 .01 24 0 26 .087 17 362 min -.091 11 -.08 8 0 24 -.079 19 -.012 10 -.082 11 363 2 m... .009 17 .116 20 .04 9 .01 24 .001 23 .062 17 364 min -.091 11 -.082 8 0 24 -.079 19 -.005 4 -.065 11 365 3 m... .009 17 .11 16 .04 9 .01 24 .009 9 .036 17 366 min -.091 11 -.084 8 0 24 -.079 19 -.003 24 -.048 11 367 4 m_•. .009 17 .107 16 .04 9 .01 24 .019 9 .028 8 - 368 min -.091 11 -.086 8 0 24 -.079 19 -.003 24 -.033 9 369 5 m... .009 17 .104 16 .04 9 .01 24 .029 9 .05 8 370 min -.091 11 -.088 8 0 24 -.079 19 -.003 24 -.053 16 371 M38 1 m... .357 8 .321 16 .033 6 .023 25 .07 16 .52 16 RISA-3D Version 17.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 10 1021 I I Company : PSEI Sept 12,2019 Designer : RRMH 1:46 PM Job Number omtec 219 66 Checked By: Model Name : Romtec Double Sidewalk Restroom Envelope Member Section Forces (Continued) Member Sec Axialfkl LC y Shearfkl LC z She...LC Torauefk...LC v-v Momentfk-ftl LC z-z Momentfk... LC 372 min -.284 20 -.28 23 -.023 24 -.026 18 -.119 8 -.474 23 - 373 2 m... .357 8 .313 16 .033 6 .023 25 .039 20 .085 24 374 min -.284 20 -.285 23 -.023 24 -.026 18 -.074 8 -.087 15 375 , 3 m... .357 8 .304 16 .033 8 .026 18 .028 22 -.013 14 376 min -.326 4 -.303 15 -.023 24 -.024 25 -.031 8 -.372 6 377 4 m.. .109 8 .284 24 .033 8 .026 18 .054 3 .084 23 378 min -.326 4 -.312 15 -.024 16 -.024 25 -.027 24 -.086 16 379 5 m.. .109 8 .279 24 .033 8 .026 18 .094 3 .518 15 380 min -.326 4 -.32 15 -.024 16 -.024 25 -.059 24 -.472 24 381 M39 1 m... .214 6 .333 16 .024 8 .015 17 .034 16 .544 16 382 min -.289 , 5 -.384 8 -.012 18 -.015 26 -.104 8 -.711 8 383 2 m.. .214 6 .324 16 .024 8 .015 17 .019 16 .094 24 384 min -.289 5 -.389 8 -.012 18 -.015 26 -.071 8 -.182 6 385 3 m... .462 6 .315 16 .024 8 .015 17 .019 17 .358 8 386 , min -.289 5 -.398 3 -.012 18 -.015 26 -.037 8 -.388 3 387 4 m.. .462 6 .295 24 .024 6 .01 18 .048 3 .168 5 388 min -.091 24 -.407 3 -.011 24 -.01 25 -.013 24 -.102 16 389 5 rn... .462 6 .289 24 .024 6 .01 18 .078 3 .732 3 390 min -.091 24 -.416 3 -.011 24 -.01 25 -.028 24 -.502 24 391 M40 1 m... .053 3 .248 6 .013 25 .01 17 .025 18 .704 6 392 min -.037 8 -.234 16 -.014 18 -.01 18, -.025 25 -.647 16 393 2 rn.. .044 3 .248 6 .013 25 .01 17 .006 26 .363 6 394 min -.043 8 -.234 16 -.014 18 -.01 18 -.007 ,17 -.325 16 395 3 m.. .036 3 .248 6 .013 25 .01 17 .011 25 .022 6 - 396 min -.048 8 -.234 16 -.014 18 -.01 18 -.014 18 -.003 16 397 4 m.. .03 5 .248 6 .013 25 .01 17, .03 25 .319 16 398 min -.056 6 -.234 16 -.014 18 -.01 18 -.033 18 -.319 15 _ 399 5 m.. .024 5 .248 6 .013 25 .01 17 .048 25 .641 16 400 min -.065 6 -.234 16 -.014 18 -.01 18 -.053 18 -.66 6 401 M41 1 m.. .241 25 .059 21. .007 6 0 6 .015 16 .075 21 402 min -.265 18 -.017 5 -.006 18 -.005 12 -.026 8 -.02 5 403 2 m.. .241 25 .053 21 .006 17 0 6 .015 16 .026 21 404 min -.265 18 -.02 5 -.006 18 -.005 12 -.021 8 -.008 26 405 3 m... .241 25 .017 17 .006 17 0 6 .015 16 .006 3 406 min -.265 18 -.017 18 -.006 18 -.005 12 -.019 8 -.003 21 407 4 m.. .241 25 .02 5 .006 17 0 6 .015 16 .029 22 408 min -.265 18 -.053 22 -.006 18 -.005 12 -.021 8 -.012 25 409 5 m... .241 25 .028 11 .006 17 0 6 .015 16 .078 22 410 min -.265 18 -.059 22 -.008 6 -.005 12 -.027 8 -.023 11 411 M42 1 m... .314 17 .066 21 .013 5 .004 11, .017 24 .092 21 412 min -.311 26 -.012 26 -.007 18 -.003 17 -,033 3 -.031 26 413 2 m... .314 17 .06 21 .013 5 .004 11 .017 24 .037 21 414 min -.311 26 -.016 26 -.007 18 -.003 17 -.022 3 -.019 26 415 3 m... .314 17 .026 17 .007 17 .004 11 .017 24 .006 15 416 min -.311 26 -.026 18 -.007,18 -.003 17 -.019 15 -.003 24 417 4 m... .314 17 .016 25 .007 17 .004 11 .017 24 .035 22 418 min -.311 26 -.06 22 -.013 5 -.003 17 -.022 3 -.016 25 419 5 m... .314 17 .03 11 .007 17 .004 11 .017 24 .09 22 420 min -.311 26 -.066 22 -.013 5, -.003 17 -.033 3 -.028 25 421 M45 1 m••. .044 8 .104 16 .037 12 .013 16 .007 16 .165 16 422 min -.206 21 -.085 23 -.003 24 -.013 15 -.018 14 -.159 23 423 2 m... .044 8 .098 16 .026 12 .013 16 .01 12 .078 24 424 min -.206 21 -.089 23 -.003 24 -.013 15 -.003 23 -.085 15 425 3 m... .044 8 .092 16 .003 15, .013 16 .023 12 -.001 8 426 min -.206 21 -.092 15 -.003 24 -.013 15 0 ,23 -.01 2 427 4 m.. .044 8 .089 24 .003 ,15 .013 16 .011 12 .078 23 428 min -.206 21 -.098 15 -.027 14 -.013 15 -.002 24 -.085 16 RISA-3D Version 17.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 11 1022 • Company : PSEI Sept 12,2019 IIIRISA Desig JobNnerumber : RMH 1:46 PM Romtec 219-66 Checked By: A NE ME,SCHEKCOMPAti'. Model Name : Romtec Double Sidewalk Restroom Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z She...LC Toraue[k...LC y-y Moment[k-ft] LC z-z Moment[k... LC 429 5 m.. .044 8 .085 24 .003 15 .013 16 .005 15 .165 15 430 min -.206 21 -.104 15 -.04 14 -.013 15 -.02 14 -.159 24 431 M46 1 m... .097 21 .063 17 .039 8 .002 18 .019 16 .093 17 432 min -.064 5 -.045 26 -.006 18 -.002 17 -.055 8 -.087 26 433 2 m.., .097 21 .057 17 .027 8 .002 18 .019 16 .042 25 434 min -.064 5 -.048 26, -.006 18 -.002 17 -.025 8 -.048 18 435 3 m.. .097 21 .051 17 .006 17 .002 18 .019 16 -.002 14 436 min -.064 5 -.051 18 -.006 18 -.002 17 -.015 23 -.009 21 437 4 m... .097 21 .048 25 .006 17 .002 18 .019 16 .044 26 438 min -.064 5 -.057 18 -.027 6 -.002 17 -.025 8 -.05 17 439 5 m... .097 21 .045 25 .006 17 .002 18 .019 16 .095 18 440 min -.064 5 -.063 18 -.04 6 -.002 17 -.057 8 -.089 25 441 M50 1 m... .08 25 .182 21 .138 8 .026 20 .098 20 .316 21 442 min -.197 22 -.082 26 -.055 20 -.058 8 -.163 8 -.199 26 443 2 m... .08 25 .172 21 .085 8 .026 20 .024 8 .05 25 444 min -.197 22 -.088 26 -.055 20 -.058 8 -.019 15 -.065 18 445 3 m... .058 11 .162 21 .063 6 .034 5 .097 8 .071 11 446 min -.226 21 , -.148 22 -.055 20 -.058 8 -.081 20 -.244 21 447 4 m.. .094 26 .079 25 .021 20 .034 5 .077 8 .051 26 448 min -.226 21 -.158 22 -.033 8 -.035 16 -.023 20 -.063 17 449 5 m... .094 26 .072 25 .021 20 .034 5 .012 2 .297 22 450 min -.226 21 -.169 22 -.059 8 -.035 16 -.015 5 -.183 25 451 M51 1 m... .184 25 .187 21 .099 3 .015 8 .073 24 .323 21 - 452 min -.281 22 -.086 26 -.034 24 -.042 4 -.139 3 -.204 26 453 2 m_.. .184 25 .176 21 .073 3 .015 8 .019 16 .05 25 454 min -.281 22 , -.092 26 -.034 24 -.042 4 -.017 23 -.063 18 455 3 m... .184 25 .166 21 .056 19 .036 6, .09 4 .072 11 456 min -.281 22 -.145 22 -.034 24 -.042 4 -.036 24 -.25 21 457 4 m... .027 14 .074 25 .006 11 .036 6 .061 3 .041 26 458 min -.163 21 -.156 22 -.027 4 -.033 24 -.011 24 -.053 17 459 5 m... .027 14 .068 25 .006 11 .036 6 .005 11 .284 22 460 min -.163 21 -.166 22 -.049 3 -.033 24 -.017 7 -.166 25 461 M52 1 m... .044 26 .181 22 .055 Z0 .058 8 .163 8 316 22 462 ,min -.17 21 -.081 25 -.138 8 -.026 20 -.098 20 -.2 25 463 2 m.. .044 26 .171 22 .055 20 .058 8 .019 15 .054 26 464 min -.17 21 -.087 25 -.085 8 -.026 20 -.025 8 -.068 17 465 3 m... .114 25 .16 22 .055 20 .058 8 .081 20 .052 5 466 min -.242 22 -.144 21 -.063 6 -.034 5 -.097 8 -.239 22 467 4 m_.. .114 25 .074 26 .033 8 .035 16 .023 20 .049 25 468 min -.242 22 -.155 21 -.021 20, -.034 5 -.077 8 -.061 18 469 5 m.., .114 25 .067 26 .059 8 .035 16 .015 5 .289 21 470 min -.242 22 -.165 21 -.021 20 -.034 5 -.012 2 -.172 26 471 M55 1 m... .117 26 .17 17 .123 .8 .084 8 .037 16 .328 17 472 min -.126 17 -.155 26 -.015 16 -.013 21 -.135 8 -.322 26 473 2 m.., .117 26 .159 25 .094 8 .084 8 .052 6 .062 25 474 min -.126 17 -.162 18 -.015 16 -.013 21 -.012 23 -.067 18 475 3 m... .117 26 .172 17 .028 8 .084 8 .143 8 .205 18 476 min -.126 17 -.172 18 -.015 16 -.038 16 -.011 16 .003 5 477 4 m.. .101 25 .161 17 .002 24 .034 23 .115 8 .063 26 478 min -.113 18 -.162 18 -.056 6 -.038 16 -.009 16 -.067 17 479 5 m... .101 25 .155 25 .002 24 .034 23 .008 5 .334 18 480 min -.113 18 -.172 18 -.087 6 -.038 16 -.013 7 -.323 25 481 M56 1 m.. .19 26 .171 17 .107 3 .059 3 .042 24 .326 17 - 482 min -.195 17 -.158 26 -.016 24 -.014 8 -.137 3 -.323 26 483 2 m... .19 26 .161 25 .082 3 .059 3 .028 5 .058 25 484 Fin -.195 17 -.165 18 -.016,24 -.014 8 -.023 6 -.063 18 485 3 m... .19 26 .162 17 .022 3 .059 3 .107 3 .214 18 RISA-3D Version 17.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 12 1023 I I A Company PSEI Sept 12,2019 RISDesigner : 1:46 PM Job Number Romtec 219-66 Checked By: Model Name : Romtec Double Sidewalk Restroom Envelope Member Section Forces (Continued) Member Sec Axialfkl LC v Shearfkl LC z She...LC Torauefk...LC v-v Momentfk-ftl LC z-z Momentfk... LC • 486 min -.195 17 -.176 18 -.016 24 -.034 24 -.01 16 -.199 25 487 4 m... .064 14 .152 25 .005 6 .039 15, .093 3 .053 26 488 min -.041 18 -.153 18 -.042 5 -.034 24 -.007 24 -.056 17 489 5 m.. .064 14 .145 25 .008 6 .039 15 .012 7 .309 18 490 min -.041 18 -.163 18 -.067 5 -.034 24 -.008 5 -.297 25 491 M57 1 m... .112 25 .168 18 .015 16 .013 22 .135 8 .325 18 492 min -.122 18 -.154 25 -.123 8 -.084 8 -.037 16 -.32 25 493 2 m... .112 25 .158 26 .015 16 .013 22 .012 23 .061 26 494 min -.122 18 -.161 17 -.094 8 -.084 8 -.052 6 -.066 17 495 3 m.. .01 5 .172 18 .015 16 .038 16 .011 16 .204 18 _ 496 min -.122 18 -.171 17 -.028 8 -.084 8 -.143 8 .003 5 497, 4 m... .104 26 .161 18 .056 6 .038 16 .009 16 .063 25 498 min -.116 17 -.162 17 -.002 24 -.034 23 -.115 8 -.067 18 499 5 m.. .104 26 .155 26 .087 6 .038 16 .013 7 .334 17 500 min -.116 17 -.172 17 -.002 24 -.034 23 -.008 5 -.322 26 501 M60 1 m.. .037 12 .1 8 .225 25 0 26 0 26 0 26 502 min .018 23 -.017 15 -.227 18 0 1 0 1 0 1 503 2 m... .034 12 .079 8 .225 25 0 26 .098 25 .007 15 504 min .016 23 -.017 15 -.227,18 0 1 -.099 18 -.039 8 505 3,m.. .032 12 .058 8 .225 25 0 26 .197 25 .015 15 506 min .015 23 -.017 15 -.227 18 0 1 -.199 18 -.069 8 507 4 rn.. .029 12 .037 8 .225 25 0 26 .295 25 .022 15 508 min .013 23 -.017 15 -.227 18 0 1 -.298 18 -.09 8 509 5 m.. .026 12 , .016 24 .225 25 0 26 .394 ,25 .029 15 - 510 min .011 23 -.017 15 -.227 18 0 1 -.397 18 -.102 8 511 M61 1 m.. .045 18 .071 3 .226 25 0 26 0 26 0 26 512 min .01 25 -.026 8 -.23 18 0 1 0 1 0 1 _ 513 2 m.. .042 18 .054 3 .226 25 0 26 .099 25 .011 8 _ 514 min .008 25 -.024 8 -.23 18 0 1 -.101 18 -.027 3 515 3 m... .039 18 .038 3, .226 25 0 26 .198 25 .021 8 516 , min .006 25 -.022 8 -.23 18 0 1 -.201 18 -.048 3 517 4 rn... .036 18 .021 3 .226 25 0 26 .297 25 .03 8 518 min .005 25 -.02 8 -.23 18 0 1 -.302 18 -.06 3 519 5 m... .033 18 .018 16 .226 25 0 26 .395 25 .039 8 520 min .003 25 -.018 8 -.23 18 0 1 -.402 18 -.066 3 521 M62 1 rn.. .036 18 .1 8 .226 17 0 26 0 26 0 26 522 min .018 25 -.017 15 -.224 26 0 1 0 1 0 1 523 2 m.. .033 18 .079 8 .226 17 0 26 .099 17 .007 15 524 min .016 25 -.017 15 -.224 26 0 1 -.098 26 -.039 8 525 3 m... .03 18 .058 8 .226 17 0 26 .198 17 .015 15 526 min .014 25 -.017 15 -.224 26 0 1 -.196 26 -.069 8 527 4 m... .027 18 .037 8 .226 17 0 26 .297 17 .022 15 528 min .013 25 -.017 15 -.224 26 0 1 -.294 26 -.09 8 529 5 m... .024 18 .016 24 .226 17 0 26 .396 17 .029 15 530 min .011 25 -.017 15 -.224 26 0 1 -.392 26 -.102 8 531 M63 1 m... .175 2 .042 5 .253 17 .04 8 .238 26 .054 20 532 min -.064 5 -.078 7 -.24 26 -.025 20 -.247 17 -.082 8 533 2 m... .172 2 .041 5 .253 17 .04 8 .133 26 .087 20 534 min -.066 5 -.086 7 -.24 26 -.025 20 -.137 17 -.058 5 535 3 rn... .169 2 .04 5 .253 17 .04 8 .028 18 .12 20 536 min -.067 5 -.094 7 -.24 ,26, -.025 20 -.027 25 -.075 5 537 4 m... .166 2 .039 5 .253 17 .04 8 .084 17 .153 20 538 min -.069 5 , -.102 7 -.24 26 -.025 20 -.077 26 -.093 5 539 5 rn... .163 2 , .038 23 .253 17 .04 8 .195 17 .187 20 _ 540 min -.071 5 -.11 6 -.24 26 -.025 20 -.182 26 -.109 5 541 M64 1 m... .175 2 .042 5 .225 25 .025 20 .235 18 .054 20 542 min -.064 5 -.078 7 -.237 18 -.04 8 -.226 25 -.082 8 RISA-3D Version 17.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 13 1024 Company : PSEI Sept 12,2019 IIIRISA Designer : RMH 1:46 PM Job Number : Romtec 219-66 Checked By: Model Name : Romtec Double Sidewalk Restroom Envelope Member Section Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z She...LC Toroue[k...LC y-y Moment[k-ft] LC z-z Moment[k... LC 543 2 m••. .172 2 .041 5, .225 25 .025 20 .132 18 .087 20 544 min -.066 5 -.086 7, -.237 18 -.04 8 -.128 25 -.058 5 545 3 rn••• .169 2 .04 5 .225 25 .025 20 .028 26 .12 20 546 min -.067 5 -.094 7 -.237 18 -.04 8 -.03 17 -.075 5 547 4 rm.. .166 2 .039 5 .225 25 .025 20 .069 25 .153 20 548 min -.069 5 -.102 7 -.237 18 -.04 8 -.076 18 -.092 5 549 5 rn••• .163 2 .038 23 .225 25 .025 20 .167 25 .187 20 550 min -.071 5 -.11 6 -.237 18 -.04 8 -.18 18 -.109 5 551 M65 1 rn... .031 12 .267 17, .028 5 .005 18 .019 24 .45 17 552 min -.015 11 -.249 26 -.003 6 -.005 17 -.07 3 -.443 26 553 2 rn._. .031 12 .261 17 .028 5 .005 18, .019 24 .22 25 554 min -.015 11 -.252 26 -.003 6 -.005 17 -.046 3 -.226 18 555 3 m... .031 12 .256 17 .002 14 .005 18 .019 24 -.002 24 556 min -.015 11 -.256 18 -.001 26 -.005 17 -.033 3 -.009 19 557 4 rn•.• .031 12 .252 25 .003 8 .005 18 .019 24 .223 26 558 min -.015 11 -.262 18 -.028 3 -.005 17 -.046 3 -.229 17 559 5 m•• .031 12 .249 25 .003 8 .005 18 .019 24 .453 18 560 min -.015 11 -.267 18 -.028 3 -.005 17 -.07 3 -.447 25 561 M66 1 rn•• .165 2 .083 5 .269 17 .032 3 .201 26 .103 24 562 min -.063 11 -.078 19 -.258 26 -.016 24 -.212 17 -.188 19 563 2 rn.•• .168 2 .072 5 .269 17 .032 3 .089 26 .086 24 564 min -.061 11 -.078 19 -.258 26 -.016 24 -.094 17 -.155 19 565 3 in-- .171 2 .061 5 .269 17 .032 3 .023 25 .068 24 • 566 min -.059 11 -.078 19 -.258 26, -.016 24 -.024 18 -.121 19 567 4 rn•• .174 2 .05 5 .269 17 .032 3 .141 17 .051 24 568 min -.058 11 -.078 19 -.258 26 -.016 24 -.137 26 -.087 19 569 5 m•• .177 2 , .04 24 .269 17 .032 3 .258 17 .034 24 570 min -.056 11 -.078 19 -.258 26 -.016 24 -.249 26 -.062 4 571 M58 1 rn••• .016 25 .164 21 .049 3 .033 24 0 26 .279 21 572 min -.172 22 -.065 26 -.006 24 -.036 6 -.018 7 -.158 26 573 2 m••• .016 25 .154 21 .027 4 .033 24 .061 3 .038 25 574 min -.172 22 -.072 26 -.006 24 -.036 6 -.011 24 -.05 18 575 3 nn.- .162 26 .143 21 .034 24 .042 4 .09 4 .039 11 576 min -.265 21 -.163 22 -.056 19 -.036 6 -.036 24 -.245 22 577 4 rn•• .162 26 .088 25 .034 24 .042 4 .019 16 .05 26 578 min -.265 21 -.173 22 -.073 3 -.015 8 -.017 23 -.063 17 579 5 rn••• .162 26 .082 25 .034 24 .042 4 .073 24 .318 22 580 min -.265 21 -.184 22 -.099 3 -.015 8 -.139 3 -.198 25 581 M59 1 m••• .031 26 .163 17 .067 5 .034 24 .012 7 .309 17 582 min -.044 9 -.146 26 -.008 6 -.039 15 -.008 5 -.297 26 583 2 rn... .031 26 , .153 17 .042 5 .034 24 .093 3 .053 25 584 min -.044 9 -.152 26 -.005 6 -.039 15 -.007 24 -.056 18 585 3 m••• .192 25 .176 17 .016 24 .034 24 .107 3 .215 17 586 min -.197 18 -.162 18 -.022 3 -.059 3 -.01 16 -.2 26 587 4 rn.•• .192 25 .166 17, .016 24 .014 8 .028 5, .058 26 588 min -.197 18 -.162 26 -.082 3, -.059 3 -.023 6 -.063 17 589 5 m••• .192 25 .159 25 .016 24 .014 8 .042 24 .327 18 590 min -.197 18 -.172 18 -.107 3 -.059 3 -.137 3 -.324 25 591 M60A 1 rn••• .045 17 .071 3 .231 17 0 26 0 26 0 26 592 min .009 26 -.026 8 -.227 26 0 1 , 0 1 0 1 593 2 rp.• .042 17 .054 3 .231 17 0 26 .101 17 .011 8 594 min .008 26 -.024 8 -.227 26 0 1 -.099 26 -.027 3 595 3 m... .04 17 .038 3 .231 17 0 26 .202 17 .021 8 596 min .006 26 -.022 8 -.227 26 0 1 -.199 26 -.048 3 597 4 rn••• .037 17 .021 3 .231 17 0 26 .303 17 .03 8 598 min .004 26 -.02 8 -.227 26 0 1 -.298 26_ -.06 3 599 5 m.. .034 17 .018 16 .231 17 0 26 .404 17 .039 8 RISA-3D Version 17.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 14 1025 IIIRISA Company : PSEI Sept 12,2019 Designer : RMH 1:46 PM Job Number Romtec 219-66 Checked By: Model Name : Romtec Double Sidewalk Restroom Envelope Member Section Forces (Continued) Member Sec Axialfkl LC v Shearfkl LC z She...LC Toreuefk...LC v-v Momentfk-ftl LC z-z Momentlk... LC _ 600 min .002 26 -.018 8 -.227 26 0 1 -.397 26 -.066 3 601 M61A 1 m••• .165 2 .083 5 .248 25 .016 24 .205 18 .103 24 602 min -.032 11 -.078 19 -.26 18 -.032 3 -.194 25 -.188 19 603 2 m••• .168 2 .072 5 .248 25 .016 24 .091 18 .086 24 604 min -.03 11 -.078 19 -.26 18 -.032 3 -.085 25 -.155 19 605 3 m•.• .171 2 .061 5 .248 25 .016 24 .024 17 .068 24 606 min -.029 11 -.078 19 -.26 18 -.032 3 -.023 26 -.121 19 607 4 m•.• .174 2 .05 5 .248 25 .016 24 .132 25 .051 24 608 min -.027 11 -.078 19 -.26 18, -.032 3 -.136 18 -.087 19 609 5 m... .177 2 .04 24 .248 25 .016 24 .241 25 .034 24 610 min -.025 11 -.078 19 -.26 18 -.032 3 -.25 18 -.062 4 611 M62A 1 m•• .044 8 .104 16 .024 11 .013 15 .006 23 .165 16 612 min -.205 2 -.085 23 -.003 15 -.013 16 -.012 9 -.159 23 613 2 m••; .044 8 .098 16 .017 11 .013 15 .006 11 .078 24 614 min -.205 2 -.089 23 -.003 15 -.013 16 -.004 16 -.085 15 615 3 m•.• .044 8 .092 16 .003 24 .013 15 .015 11 -.001 8 616 rnin -.205 2 -.092 15 -.003 15 -.013 16 -.001 20 -.01 2 617 4 rn.. .044 8 .089 24 .003 24 .013 15 .007 11 .078 23 618 min -.205 2 -.098 15 -.017 9 -.013 16 -.002 15 -.085 16 619 5 m... .044 8 .085 24 .003 24 .013 15 .005 24 .165 15 620 min -.205 2 -.104 15 -.025 9 -.013 16 -.013 9 -.159 24 Envelope Joint Reactions Joint X[k] LC Y[k] LC Z[k] LC MX[k-ft] LC MY jk-ft] LC MZ jk-ft] LC 1 N1 m... .306 . 16 1.17 20 .03 14 0 26 0 26 0 26 2 min -.475 5 -.768 5 -.028 18 0 1 0 1 0 1 - 3 N2 m••, .04 16 .532 22 .036 12 0 26 0 26 0 26 4 min -.167 8 -.164 5 -.029 26 0 1 0 1 0 1 5 N3 m•• .24 24 1.165 19 .04 25 0 26 0 26 0 26 6 min -.597 6 -.481 24 -.042 18 0 1 0 1 0 1 7 N4 m..•, .035 24 .548 22 .062 25 0 26 0 26 0 26 8 min -.137 3 -.122 11 -.062 18 0 1 0 1 0 1 9 N5 m••• .034 16 .24 13 .115 14 0 26 0 26 0 26 10 min -.034 23 -.126 8 -.016 22 0 1 0 1 0 1 11 N6 m... .034 24 .246 4 .113 14 0 26 0 26 0 26 12 min -.034 15 -.015 25 -.015 22 0 1 0 1 0 1 13 N27 m••• .306 16 1.17 20 .029 17 0 26 0 26 0 26 14 min -.475 5 -.768 5 -.027 26 0 1 0 1 0 1 15 N28 m••• .04 16 .529 21 .028 25 0 26 0 26 0 26 16 min -.167 8 -.164 5 -.03 18 0 1 0 1 0 1 17 N29 m... .24 24 1.165 19 .043 17 0 26 0 .26 0 26 18 min -.599 6 -.481 24 -.041 26 0 1 0 1 0 1 19 N30 m••• .035 24 .547 21 .063 17 0 26 0 26 0 26 20 min -.137 3 -.121 26 -.063 26 0 1 0 1 0 1 21 • N31 m••• .034 16 .233 21 .075 9 0 26 0 26 0 26 22 min -.034 23 -.126 8 -.011 26 0 1 0 1 0 1 23 N32 m••. .034 24 .246 4 .074 9 0 26 0 26 0 26 24 min -.034 15 -.019 11 -.009 26 0 1 0 1 0 1 25 N53 m••• .017 15 .036 18 .226 17 0 26 0 26 0 26 26 min -.1 8 .018 25 -.224 26 0 1 0 1 0 1 27 N54 m••• .017 15 .037 12 .225 25 0 26 0 26 0 26 28 min -.1 8 .018 23 -.227 18 0 1 0 1 0 1 29 N55 m... .026 6 .045 18 • .226 25 0 26 0 26 0 26 30 min -.071 5 .01 25 -.23 18 0 1 0 1 0 1 31 N92A m••• .026 6 .045 17 .231 17 0 26 0 26 0 26 RISA-3D Version 17.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 15 94 abed Ip£J'wooilsaalgnoavi6u3 6sa\•••\•••\•••\•••\•••\•••\] b'014 uolsaan ac-vsi i g4-4H 460'3 339.7 339117 90'39 1740'8£ C z 0 C30' L4 0 9L0` "'X SSH 99W 617 g1--1-H 17170'3 33917 ZZ9117 90'39 1740'8£ 8 z 0 4E0' 84 9'9 9L0' "'XESSH 99W 817 g4-4H 986'4 33917 339'17 90'39 1740'8£ 8 z 0 9'301 ZZ 0 8L0' "'XESSH Z91/I Lb c11.-4H 66'4 329'17 339'17 90'39 1740.8£ 43 A 0 640' 43 0 490' "'X SSH 1-9IN 917 g4-4H 996.4 33917 33917 90'39 174018E 8 2 0 930' 43 0 8L0' ' 'XESSH 0901 9V g4-1.H 484'3 339117 339'7 90.39 17Z9'L7 L4 A 0 900' L4 0 £30' "'XESSH 97W 77 g4-4H 9E3'3 339'17 33917 90'Z9 1739'L7 94 A 9'£ 440' 94 0 6E0' "'XESSH 97W E17 g4-1-H 61.'E 33917 339117 90'39 173917 ZZ L 9'E 900' 43 0 930' "'XESSH ZbW Z7 g4-4H 6431E 339117 339'17 90.39 1739117 E4 A 0 900' ZZ 9'E 430' "'XESSH I-NAL 417 g4-LH 9Z'Z 33917 339'i 90'39 999'lb 9 A 0 840' 9 0 994' —XCSSH OWW 017 q4-1.H 944`3 339'7 33917 90'39 999'417 E A 9'9 630' 8 0 C84' "X SSH 6E1N 6E g4-4H 390'3 339°7 339'17 90'39 999'417 94 A 0 1730° 91- 0 3£4' —XCSSH 8E1N 8E g4-IH 99171 339'7 339'7 90'39 17L9'1.9 61. A 4 1730' 41, 0 430' "xESSH LEIN LE g4 4H 911- 339'17 339117 90'39 172.919 64 A 0 600' 43 0 1740' "'X SSH 9EW 9E g4-4H 9178'4 33917 339'17 90`39 17L9'1-9 OZ A 4 1730' Ll 0 330' "'XESSH 9EW 9E gI-1-H 938.4 339'17 339'17 90'39 ' 1739117 OZ A 0 L40' 94 9'E C30' '"XESSH VEIN VE Ql-1-H 3173'4 339'17 33917 9039 1734'817 Z A9z•E 600` 94 5z'E 4170' 'XESSH E£W CC q4-1-H 640'Z 33917 339'7 90'39 734'817 OZ A 0 040' 8 sz•E L30' -"xESSH ZEIN 3C c14-41-1 9L9'4 33917 33917 90'39 999'4V 43 A 9'9 L 40' OZ 0 ZLO' '"XESSH 4EW 4E g4-4H 417E'3 33917 33917 90'39 999`417 Z d 9'9 C30' 94 0 690' "'XESSH OEW OC g4-4H 9170'3 339'17 339.17 90`39 999117 Z A 0 630' 64 9'9 660' "'X SSH 63IN 6Z g4-4H 1708'4 339'17 339'17 90'39 171-0'8E 64 A 0 9L0` 64 0 L170' "'XESSH 93IN 83 c14-4H 698'4 33917 339'17 90'39 1740'8£ OZ A 0 940' OZ 0 6170' ' XESSH LZW LZ g1--1-H 1789.4 33917 339 7 90'39 9631££ 64 A'"Z'L 940' 94 "'1'L 390' "-XESSH 93IN 9Z (4-4H 1789'4 339117 33917 90.39 963'££ OZ A"'z'L 940' 94 "1'L Z90' ` 'XESSH 93IN 93 g4-1-H 9'4 33917 33917 90'39 963'££ 43 z- '0'9 940' 64 9L'L LLO' "'XESSH 173W 173 QL-4H 176171 339'17 339'17 90'39 963`££ 8 AGL'L 940' OZ 9L'L LLO' "'XESSH EZW EZ g4-ll-1 640'3 33917 339.7 90.39 963`EE C X99s' 9170' £ 999' L34' —XESSH ZZW ZZ g4-4H 43'3 339'7 33917 90'39 963-EC 8 A999' 990° 8 g99' LE4' "'XESSH LZW 1-3 q4-4H 9Z'Z 33917 33917 90'39 999.417 9 A 0 840' 9 0 994' —XESSH OZW OZ c14-1-H 944'3 339'17 339'7 90`39 999'417 E A 9'9 630' 8 0 384' "'XESSH 64IN 64 g1--1-1-1 390'3 339'17 339'17 90'39 999'417 94 A 0 1730' 94 0 3E4' "'XESSH 81-01 84 c14-41-1 639'4 339'17 33917 90'39 7L9'49 61. A L 1730' Z 4 0 9E0' '"XESSH L1,11\1 L 4 g1-4H C6E1 33917 339'7 90`39 7L9.49 64 L 0 600' £L 0 940' "'XESSH 91-IN 94 ql-4H 949'4 33917 339'7 90'39 17L9'1.9 OZ A L 730' 34 0 9E0' '"XESSH 9LW 94 q4-1-1-1 938'4 339'7 33917 90'39 173917 03 A. 0 L40' 94 9'£ C30' "'XCSSH KIN 174 g1--1-H 3173'1- 339117 339'17 90'39 1734'97 3 Agz'E 600' 91. Sz'E 4170' "'XESSH MN E4 g1--1-H 640'3 339`17 339'7 90°39 1734'87 OZ A 0 040' 8 9z'E LZ0' "'XESSH 34IN 34 Q 4-41-1 9L9'1- 339'17 33917 90'39 999'4V ZZ A 9'9 L40' OZ 0 3L0' "'XESSH L.41/1 4 4 q1--4H 47£7 339'7 339'17 90'39 999'417 Z '9'9 C30' 94 0 690• "'XESSH OLIN 04 c14-4H 9170'3 339'17 339'17 90°39 999'4V Z A 0 630' 64 9'9 660' ""XCSSH 61A1 6 c14-4H 9£L'4 339'7 33917 90'39 171-0'8£ 64 A 0 940° 43 0 6170' "'XESSH 81N 8 g1--1-H 917L'4 33917 339'17 90'39 171-0'8£ OZ A 0 940' 43 0 6170' "'XESSH LW L g4-1-H 1789.4 339'17 339.7 90'39 963•££ 34 z9L't 940' 94 —1.1 Z90° "'XESSH 9W 9 g4-LH 1789'4 33917 33917 90'39 963'££ 03 A-"Z'L 940' 94 "11 390 "'XESSH 91/1 9 g1--1-H 9'4 33917 339'17 90.39 963'££ ZZ 3"'0'9 940• 64 SL'L LLO' "'XESSH VIN 17 c14-4H 7617'4 339°7 33917 90'39 963'££ 8 ALL 940' OZ SL'L LLO' "'XESSH EIN C g4-IH 640'3 339'17 339'17 90'39 9631££ C Ic999' 9170' C S9s' LZL' "`XESSH ZW Z g4-4H 1-3'3 339'17 33917 90'39 963'££ 8 Ag99' 990° 8 S99' LEL' —XESSH 1-1A1 4 ub3 qa ...f]wo/zzuyy...N]woigUvj [1]wo/}ud wo/oud a1..-..00h...Jea4S 01 "'007"apoa adeqs Jagwaw sway° apo3 IaalS OSb':(0k-091APPL DSIV adolanu3 84 17L3'1-- 44 4E0°- 9 30E13- urw 17E 93 V1.3"4 3 9L7'9 V3 7L3'4 '"w :slelol EE 4 0 L 0 L 0 9Z L33'- 9Z 600' 9 1-L0'- uiw 3£ al lUi-NI ZW 01 lUl-NI AIN 01 UI-NJ XII 01 [NI Z 01 (NIA 01 IN]X ;u!of (panulluoO) suol}oead mor eaolanu3 wooa;sab>Hamel S algnoa oa;woe : aweN lapoyy 'Jtl<,GVo')N3H3S1w3N V •Ag pa){oaya 99-612 oa;woa : JagwnN qop �'�'' Wd : Jau6!saa 917:1 HW21 ' 61.02'Z 1-Ides 13Sd (uedwoa 9Z0- 1027 Company : PSEI Sept 12,2019 IIIRISA Designer : RMH 1:46 PM Job Number : Romtec 219-66 Checked By: ANEMEISCHEl•. .. Model Name : Romtec Double Sidewalk Restroom Envelope AISC 14th(360-10):ASD Steel Code Checks (Continued) Member Shape Code..Loc... LC Shear...Loc..-..LC Pnc/om... Pnt/om fkl Mnvv/om fk...Mnzz/om fk... Cb Eon 50 M57 HSS3X... .076 6.5 17 .031 0 z 8 38.014 52.06 , 4.522 4.522 2.051 H1-lb 51 M60 HSS3X... .089 1.75 18 .016 0 z,18 50.887 52.06 4.522 4.522 1.667 H1-lb 52 M61 HSS3X... .089 1.75 18 .016 0 z 18 50.887 52.06 4.522 4.522 1.667 H1-lb 53 M62 HSS3X... .088 1.75 17 .016 0 z 17 50.887 52.06 4.522 4.522 1.667 H1-lb 54 M63 HSS3X... .059 0 17 .019 0 z 17 50.887 52.06 4.522 4.522 1.359 H1-lb 55 M64 HSS3X... .056 0 18 .018 0 z 18 50.887 52.06 4.522 4.522 1.352 H1-lb 56 M65 HSS3X... .102 3.5 18 .020 0 y 17 47.524 52.06 4.522 4.522 2.272 H1-lb 57 M66 HSS3X... .060 1.75 17 .022 0 z 17 50.887 52.06 4.522 4.522 1.465 H1-lb 58 M58 HSS3X... .080 6.5 22 .019 6.5 v 22 38.014 52.06 4.522 4.522 2 H1-lb 59 M59 HSS3X... .075 6.5 18 .023 5.6..-z 3 38.014 52.06 4.522 4.522 2.094 H1-lb 60 M60A HSS3X... .090 1.75 17 .016 0 z 17 50.887 52.06 4.522 4.522 1.667 H1-lb 61 M61A HSS3X... .058 0 22 .021 0 z 18 50.887 52.06 4.522 4.522 1.436 H1-lb 62 M62A HSS3X... .039 0 16 .011 3.5 v 15 47.524 52.06 4.522 4.522 2.235 H1-lb RISA-3D Version 17.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 17 1028 SIMPSON Anchor Designer TM Company: Date: 5/1/2017 Engineer: Page: 1/5 Strong-Tie Software Project: Version 2.5.6163.0 Address: e Phone: E-mail: 1.Proiect information Customer company: Project description: Customer contact name: Location: Customer e-mail: Fastening description: Comment: 2.Input Data&Anchor Parameters General Base Material Design method:ACI 318-11 Concrete:Normal-weight Units: Imperial units Concrete thickness,h(inch):10.00 State:Cracked Anchor Information: Compressive strength,f'.(psi):3000 Anchor type:Concrete screw W.,v: 1.0 Material:Carbon Steel Reinforcement condition:B tension,B shear Diameter(inch):0.625 Supplemental reinforcement:Not applicable Nominal Embedment depth(inch):5.500 Reinforcement provided at corners:No Effective Embedment depth,her(inch):4.240 Do not evaluate concrete breakout in tension:No Code report:ICC-ES ESR-2713 Do not evaluate concrete breakout in shear:No Anchor category:1 Ignore 6do requirement:Not applicable Anchor ductility:No Build-up grout pad:No hmin(inch):8.50 cec(inch):6.38 Base Plate Cr.(inch):1.75 Length x Width x Thickness(inch):6.00 x 6.00 x 0.50 Smin(inch):3.00 Yield stress:34084 psi Load and Geometry Profile type/size:HSS3X3X3/16 Load factor source:ACI 318 Section 9.2 Load combination:not set Seismic design:No Anchors subjected to sustained tension:Not applicable Apply entire shear load at front row:No Anchors only resisting wind and/or seismic loads:Yes <Figure 1> et.) a 494iik.,ri--ec • O 76NIb t r Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. - Simpson Strong Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com 1029 SIMPSON Anchor Designer TM Company: Date: 5/1/2017 Engineer: Page: 2/5 Stro Tie Software Project: Version 2.5.6163.0 Address: Phone: E-mail: <Figure 2> - 6.00 1 / N i N AI mir A 0 O N VO i 4.50 Recommended Anchor Anchor Name:Titen HD®-5/8"0 Titen HD(THDB model),hnom:5.5"(140mm) Code Report:ICC-ES ESR-2713 t \ 1 iis Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Comp,: ,i.t. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com _ 1030 SIMPSON Anchor Designer TM Company: Date: 5/1/2017 Engineer: Page: 3/5 StrongTie Software Project: Version 2.5.6163.0 Address: Phone: E-mail: 3.Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, N.(Ib) Vuax(Ib) Vuay(Ib) 11(Vuax)2+(Vuay)2(Ib) 1 1904.8 237.5 0.0 237.5 2 1904.8 237.5 0.0 237.5 Sum 3809.6 475.0 0.0 475.0 Maximum concrete compression strain(%o):0.43 <Figure 3> Maximum concrete compression stress(psi): 1885 1 2 Resultant tension force(Ib):3810 Resultant compression force(lb):3042 Eccentricity of resultant tension forces in x-axis,e'Nx(inch):0.00 Eccentricity of resultant tension forces in y-axis,e'Ny(inch):0.00 Y Eccentricity of resultant shear forces in x-axis,e'vx(inch):0.00 Pi- Eccentricity of resultant shear forces in y-axis,e'vy(inch):0.00 X 4.Steel Strength of Anchor in Tension(Sec.D.5.1) Nsa(Ib) 0 ON.(Ib) 30360 0.65 19734 5.Concrete Breakout Strength of Anchor in Tension(Sec.D.5.2) Nb=kcieNif'cher1'(Eq.D-6) kc Aa f'(psi) her(in) Nb(Ib) 17.0 1.00 3000 4.240 8129 ON cbg=0(ANc/ANco)Tec,Ny'ed,N ya.NWcp.NNb(Sec.D.4.1 &Eq.D-4) AN (in2) ANco(in2) Ca,min(in) rec,N Ped,N Pc,N Pcp.N Nb(Ib) 0 °Ncbg(Ib) 154.98 161.80 2.75 1.000 0.830 1.00 1.000 8129 0.65 4200 6.Pullout Strength of Anchor in Tension(Sec.D.5.3) 0Npn=0y'c,pkaNp(f'c/2,500)"(Sec.D.4.1,Eq.D-13&Code Report) Wc,p a.a Np(Ib) f o(psi) n 0 gNpn(Ib) 1.0 1.00 5570 3000 0.50 0.65 3966 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. - Simpson Strong,Tie Company Inc 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com 1031 SIMPSON Anchor Designer TM Company: Date: 5/1/2017 ,..,,.. Software Engineer: Page: 4/5 StrongTieProject: Version 2.5.6163.0 Address: • Phone: E-mail: 8.Steel Strength of Anchor in Shear(Sec.D.6.1) Vsa(Ib) ggrout 0 q$grout0Vsa(Ib) 10000 1.0 0.60 6000 9.Concrete Breakout Strength of Anchor in Shear(Sec.D.6.2) Shear perpendicular to edge in x-direction: Vox=minI7(le/de)02Jda2aJ4cal1,5;9x1aJfecal15 (Eq.D-33&Eq.D-34) la(in) da(in) Ah f' (psi) cel(in) Vbx(Ib) 4.24 0.625 1.00 3000 6.25 6946 OVcbgx=0(Avc/Avco)Wec.v'Yed.vY'c.v'Pb.vVbx(Sec.D.4.1 &Eq.D-31) Avc(in2) Avco(in2) Wec,v Wed,V ¶c,V Y'b,v Vex(Ib) 0 OVcbgx(lb) 217.97 175.78 1.000 1.000 1.000 1.000 6946 0.70 6029 10.Concrete Pryout Strength of Anchor in Shear(Sec.D.6.3) rVcpg=tllkcpNcbg=0kcp(ANc/ANco)?ec,N'Ped,N Pc,N Pcp,NNb(Sec.D.4.1 &Eq.D-41) kcp ANc(in2) ANco(in2) Wec,N Wed.N tcN !cp.N Nb(Ib) 0 OVcpg(Ib) 2.0 154.98 161.80 1.000 0.830 1.000 1.000 8129 0.70 9045 11.Results Interaction of Tensile and Shear Forces(Sec.D.7) Tension Factored Load,Nue(lb) Design Strength,eNn(Ib) Ratio Status Steel 1905 19734 0.10 Pass Concrete breakout 3810 4200 0.91 Pass(Governs) Pullout 1905 3966 0.48 Pass Shear Factored Load,V.(Ib) Design Strength,eV„(lb) Ratio Status Steel 238 6000 0.04 Pass T Concrete breakout x+ 475 6029 0.08 Pass(Governs) Pryout 475 9045 0.05 Pass Interaction check Ma/0N,, Vua/014 Combined Ratio Permissible Status Sec.D.7.1 0.91 0.00 90.7% 1.0 Pass 5/8"0 Titen HD(THDB model),hnom:5.5"(140mm)meets the selected design criteria. Base Plate Thickness Required base plate thickness:0.288 inch Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com 1032 SIMPSON Anchor Designer TM Company: _Date: 5/1/2017 Engineer: Page: 5/5 Software Strong-Tie Project: Version 2.5.6163.0 Address: Phone: E-mail: 12.Warnings -Calculated concrete compression stress exceeds the permissible bearing stress of diameter 0.85f'c per ACI 318 Section 10.14. -Designer must exercise own judgement to determine if this design is suitable. -Refer to manufacturer's product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com N N N N N I i N 111010110v N /RDGV '/ 'HDG /RDG 36 ( , 6 . 50 + 5RPWHF ' RXEOH 6LGHZDON 5HVW(.ER1F RN DW 30 5RPWHF 'RXEOH 5HVWURRP U G N N N N N N N N /RDGV 6/ 6QRZ /RDG 36 ( , 6 . 50+ 5RPWHF ' RXEOH 6LGHZDON 5HVWU3R1F6FW DW 3C 5RPWHF 'RXEOH 5HVWURRP U G N N N N N N N N N N N N N N N N N N N N N :II N N N N N N N N N N N N /RDGV :/ ; :LQG /RDG ; 36 ( , 6 . 50+ 5RPWHF ' RXEOH 6LGHZDON 5HVWIERffiIW DW 30 5RPWHF 'RXEOH 5HVWURRP U G N N N N N N N N N N N N N N :411111110oopN N N N N N N N N N N N /RDGV :/ ; :LQG /RDG 36 ( , 6 . 50 + 5RPWHF ' RXEOH 6LGHZDON 5HVWL6FHFSFW DW 30 5RPWHF .RXEOH 5HVWURRP U G N N N N N N N N N N N N N N N N N N /RDGV :/ = :LQG /RDG = 36 ( , 6 . 50+ 5RPWHF ' RXEOH 6LGHZDON 5HVW1ER-IFSFW DW 30 5RPWHF 'RXEOH 5HVWURRP U G N N N N N N N N N N N N /RDGV :/ = :LOG /RDG = 36 ( , 6 . 50 + 5RPWHF ' RXEOH 6LGHZDON 5HVWU3FHFSFWV DW 30 5RPWHF 'RXEOH 5HVWURRP U G N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N /RDGV (/; (DUWKTXDNH /RDG ; 36 ( , 6 . 50 + 5RPWHF ' RXEOH 6LGHZDON 5HVWL6RiF6FWV DW 30 5RPWHF 'RXEOH 5HVWURRP U G ZX . 322k . 103k . 009 . 005 0 - . 0 - . 0 • . 0034c. 002k . 003 . 007k 0 • . 378k 1 . 0 1 6 k - . 363k - . 3 . k - . 0 • - 007k . . ► 2 k . 002k . 002 - . 048k 3 k . 055k - . - . 0 - . 002k 0 ' - . 0 1 k - . 111 ' 005k _ . 3 ..k. 015k - . 0 - . 0 - . 125k. 00 . - . 003k - . 356k Loads : ELZ - Earthquake Load Z PSEI SK - 8 RMH Romt ec Doubl e Si dewal k ReCteipborti2 , 2019 at 2 : 03 Romt ec 219 - 66 Doubl e Rest room. r 3d 0 0 1041 Beam: B6 Shape: CRECT12X12 Stress Block: Rectangular Material: Conc2500NW Length: 16.5 ft Start: R3D_N30 End: R3D_N4 Code Check: 0.106 (shear) Report Based On 97 Sections .778 at 6.188 ft 209 at 0 ft .444 at 3.266 ft A lip" k Vyr r k Vz � k -.819 at 9.281 ft -.443 at 10.141 ft -.778 at 10.141 ft 1.437 at 6.359 ft .674 at 14.438 ft .361 at 5.156 ft oi,„em T 111111Linimin k-ft Mz k-ft MY k-ft -.361 at 11.344 ft -.897 at 6.359 ft -1.244 at 0 ft Beam Design does not consider axial, weak axis'M' Moments, nor weak axis'V Forces. ACI 318-11 Code Check Top Bending Check 0.025(LC 37) Bot Bending Check 0.039(LC 39) Shear Check 0.106(y) (LC 39) Location 14.438 ft Location 6.359 ft Location 10.141 ft Gov Mu Top .674 k-ft Gov Mu Bot -.897 k-ft Gov Vu .778 k phi*Mn Top 26.994 k-ft phi"Mn Bot 22.992 k-ft phi*Vn 7.369 k Tension Bar Fy 60 ksi Concrete Weight .145 k/ft^3 Shear Bar Fy 60 ksi �, 1 F'c 2.5 ksi E Concrete 2850 ksi Flex. Rebar Set ASTM A615 Min 1 Bar Dia Spac. No Legs/Stirrup 2 Shear Rebar Set ASTM A615 Flex. Bars 2#5 , 2#5 Span Information Span Span Length (ft) I-Face Dist. (in) J-Face Dist. (in) 1 0 - 16.5 0 0 Soil Bearing Span Pressure(ksf) Allowable (ksf) Point UC 1 307 1.5 N57 .205 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 1 - 1042 Shear Steel Span Region (ft) Bars Provided 1 0 -4.1 4.1 -8.3 8.3-12.4 12.4-16.5 Shear Span Results Span Region (ft) Vn (k) Vc(k) Vs (k) As Reqd (in"2/ft) As Prvd (in"2/ft) 1 0 -4.1 11.025 11.025 0 0 0 4.1 -8.3 9.825 9.825 0 0 0 8.3-12.4 9.825 9.825 0 0 0 12.4-16.5 11.025 11.025 0 0 0 Rebar Detailing,center to center of each span(Units: in) #5 (198) #5 8 (190) 198 Top View 2#5 (198) 2#5 0 (19R) 198 Elevation 12 4 4 N I. ai • • f • m Start — Middle End Span 1 Graphical Plot of Required Area of Steel(Units: in"2) RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 2 1043 .01- I HH J . "HI lill IHHHHHI,,,,,,,,.. -.02 - 1044 IICompany 1 RISA er : PSEI Sept 12,2019 DesignRMH 2:19 PM Job Number Romtec 219-66 Checked By: A.NEPAL TSCHEK.0 Model Name : Romtec Double Sidewalk Restroom Concrete Properties _ Label E[ksi] G[ksi] Nu Therm(/1 E...Densitv[k/ft... fc[ksi] Lambda Flex Steel[...Shear Stee... 1 Conc2500NW 2850 .15 .6 .145 2.5 1 60 60 2 Conc3000NW 3156 1372 .15 .6 .145 3 1 60 60 General Design Parameters Label Max Bending Chk Max Shear Chk Top Cover[in] Bottom Cover[in] 1 Typical 1 1 2 3 Beam Rebar Parameters Label Optimize Rebar Min Flex Bar Max Flex Bar Shear Bar Legs per Stirr... Side Cover[in] Top/Bottom B...Shear Bar Sp... 1 Typical Optimize #5 #5 #4 2 1.5 2 12 Beams Label Star...End... Shape Material Desig... Start Release End Release Flexural Layout Shear Layout Anal... 1 B1 R3D...R3D...CRECT12...Conc2..Typical Fixed Fixed Beam Layout Use Design Rule 0 2 B2 R3D..R3D...CRECT12...Conc2...Typical Fixed Fixed Beam Layout Use Design Rule 0 3 B3 R3D..R3D...CRECTI2...Conc2...Typical Fixed Fixed Beam Layout Use Design Rule 0 4 B4 R3D..R3D...CRECT12...Conc2...Typical Fixed Fixed Beam Layout Use Design Rule 0 5 B5 R3D..,R3D..,CRECT12...Conc2...Typical Fixed Fixed Beam Layout Use Design Rule 0 6 B6 R3D..R3D...CRECT12...Conc2...Typical Fixed Fixed Beam Layout Use Design Rule 0 7 B7 R3D...R3D...CRECT12...Conc2...Typical Fixed Fixed Beam Layout Use Design Rule 0 8 B8 R3D...R3D..CRECT12...Conc2...Typical Fixed Fixed Beam Layout Use Design Rule 0 9 B9 R3D..,R3D...CRECT12...Conc2...Typical Fixed Fixed Beam Layout Use Design Rule 0 10 B10 R3D...R3D..CRECT12...Conc2...Typical Fixed Fixed Beam Layout Use Design Rule 0 Load Categories Category Point Loads Line Loads Area Loads 1 DL 34 2 SL 38 3 ELX 46 4 ELZ 46 5 WL+X 46 6 WL+Z 44 7 WL-X 45 8 WL-Z 44 Load Combinations Label Solve Servi...A...SF Cat...Fac...Cate...Fac...Cat...Fac...Cat...Fac...Cat...Fac...Cat...Fac...Cat...Fac...Cat...Fac...Ca...Fa...Ca...Fa... 1 IBC 16-8 Yes Yes 1.5 DL 1 2 IBC 16...Yes Yes 1.5 DL 1 SL1 3 IBC 16...Yes Yes 1.5 DL 1 WL+X .6 , 4 IBC 16...Yes Yes 1.5 DL 1 WL+X .45 SL .75 5 IBC 16...Yes Yes DL .6 WL+X .6 6 IBC 16...Yes Yes 1.5 DL 1 WL-X .6 7 IBC 16...Yes Yes 1.5 DL 1 WL-X .45 SL .75 8 IBC 16...Yes Yes DL .6 WL-X .6 9 IBC 16...Yes Yes 1.5 DL 1 WL+Z .6 10 IBC 16...Yes Yes 1.5 DL 1 WL+Z .45 SL .75 11 IBC 16...Yes Yes DL .6 \NL+Z .6 12 IBC 16...Yes Yes 1.5 DL 1 WL-Z .6 13 IBC 16...Yes Yes 1.5 DL 1 WL-Z .45 SL .75 14 IBC 16...Yes Yes DL .6 WL-Z ,6 - 15 IBC 16...Yes Yes 1.1 DL 1 ELX .7 16 IBC 16...Yes Yes 1.1 DL 1 ELX .525 SL .75 17 IBC 16...Yes Yes DL .6 ELX .7 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 1 1045 I I I R ISA Company : PSEI Sept 12,2019 Designer : RRMH 2:19 PM Job Number omtec 219-66 Checked By: Model Name : Romtec Double Sidewalk Restroom Load Combinations (Continued) Label Solve Servi...A...SF Cat...Fac...Cate..Fac...Cat...Fac...Cat...Fac...Cat...Fac...Cat...Fac...Cat...Fac...Cat...Fac...Ca..Fa...Ca...Fa... 18 IBC 16...Yes Yes 1.1 DL 1 ELZ .7 - 19 IBC 16...Yes Yes 1.1 DL 1 ELZ .525 SL .75 20 IBC 16...Yes Yes DL .6 ELZ .7 21 IBC 16...Yes Yes 1.5 DL 1 WL... .6 22 IBC 16...Yes Yes 1.5 DL 1 WL... .45 SL .75 23 IBC 16...Yes Yes DL .6 WL... .6 24 IBC 16...Yes Yes 1.5 DL 1 WL... .6 25 IBC 16...Yes Yes 1.5 DL 1 WI-- .45 SL .75 26 IBC 16...Yes Yes DL .6 WL... .6 27 IBC 16...Yes Yes 1.5 DL 1 WLZ... .6 28 IBC 16...Yes Yes 1.5 DL 1 WLZ....45 SL .75 29 IBC 16...Yes Yes DL .6 WLZ... .6 30 IBC 16...Yes Yes 1.5 DL 1 WLZ.- .6 31 IBC 16...Yes Yes 1.5 DL 1 WLZ..•.45 SL .75 32 IBC 16...Yes Yes DL .6 WLZ... .6 33 IBC 16-1 Yes DL 1.4 34 IBC 16...Yes DL 1.2 SL 1.6 35 IBC 16...Yes DL 1.2 SL 1.6 WL... .5 36 IBC 16...Yes DL 1.2 WL+X 1 SL .5 37 IBC 16...Yes DL .9 WL+X 1 38 IBC 16...Yes DL 1.2 SL 1.6 WL... .5 39 IBC 16...Yes DL 1.2 WL-X 1 SL .5 40 IBC 16...Yes DL .9 WL-X 1 41 IBC 16...Yes DL 1.2 SL 1.6 WL... .5 - 42 IBC 16...Yes DL 1.2 WL+Z 1 SL .5 43 IBC 16...Yes DL .9 WL+Z 1 44 IBC 16...Yes DL 1.2 SL 1.6 WL... .5 45 IBC 16...Yes DL 1.2 WL-Z 1 SL .5 46 IBC 16...Yes DL .9 WL-Z 1 47 IBC 16...Yes DL .9 ELX 1 48 IBC 16...Yes DL .9 ELZ 1 49 IBC 16...Yes DL 1.2 SL 1.6 WL... .5 50 IBC 16...Yes DL 1.2 WL..., 1 SL .5 51 IBC 16...Yes DL .9 WL... 1 52 IBC 16...Yes DL 1.2 SL 1.6 WL... .5 53 IBC 16...Yes DL 1.2 WL... 1 SL .5 54 IBC 16...Yes DL .9 WL... 1 55 IBC 16...Yes DL 1.2 SL 1.6 WL... .5 56 IBC 16...Yes DL 1.2 WLZ... 1 SL .5 57 IBC 16...Yes DL .9 WLZ... 1 58 IBC 16...Yes DL 1.2 SL 1.6 WL... .5 59 IBC 16...Yes DL 1.2 WLZ... 1 SL .5 60 IBC 16...Yes DL .9 WLZ... 1 Beam Section Forces LC Beam Label Sec y Shear[k] Toraue[k-ft] z-z Moment[k-ft] 1 1 B 1 1 -.007 .024 .025 2 2 .01 .024 .026 3 3 .027 .024 .02 4 4 .044 .024 .007 5 5 .06 .024 -.013 6 1 B2 1 -.114 .008 -.026 7 2 .061 .008 .139 8 3 .026 0 -.007 - 9 4 -.061 -.008 .139 10 5 .114 -.008 -.026 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 2 1046 I ',RISA Company : PSEI Sept 12,2019 Designer RMH 2:19 PM Job Number : Romtec 219-66 Checked By: A NEMEISCNEKCOMPANModel Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) _ LC Beam Label Sec y Shear[k] Toraue[k-ft] z-z Moment[k-ft] 11 1 B3 1 -.06 -..024 -.013 12 2 -.044 -.024 .007 13 3 -.027 -.024 .02 14 4 -.01 -.024 .026 15 5 .007 -.024 .025 16 1 B4 1 -.083 0 .034 17 2 -.041 0 .1 18 3 0 0 .122 19 4 .042 0 .1 20 5 .084 0 .034 21 1 B5 1 -.007 .024 .024 22 2 .01 024 .025 23 3 .027 .024 .019 24 4 .044 .024 .006 25 5 .061 .024 -.015 26 1 B6 1 -.115 .007 -.027 27 2 .051 .007 .139 28 3 -.025 0 -.006 29 4 -.061 -.007 .14 30 5 .114 -.007 -.027 31 1 B7 1 -.061 -.024 -.015 32 2 -.044 -.024 .006 33 3 -.027 -.024 .019 34 4 -.01 -.024 .025 35 5 .007 -.024 .024 36 1 B8 1 -.084 0 .034 37 2 -.042 0 .1 38 3 0 0 .122 39 4 .041 0 .1 40 5 .083 0 .034 41 1 B9 1 -.102 0 -.008 42 2 -.05 0 .118 43 3 0 0 .16 44 4 .05 0 .119 45 5 .101 0 -.007 46 1 B10 1 -.102 0 -.008 47 2 -.05 0 .118 48 3 0 0 .16 49 4 .05 0 .119 50 5 .101 0 -.007 51 2 B1 1 .001 .053 .054 52 2 .032 .053 .052 53 3 .062 .053 .036 54 4 .092 .053 .008 55 5 .122 .053 -.033 56 2 B2 1 -.217 .014 -.061 57 2 .136 .014 .253 58 3 .05 0 -.069 59 4 -.136 -.014 .253 60 5 .217 -.014 -.061 61 2 B3 1 -.122 -.053 -.033 62 2 -.092 -.053 .008 63 3 -.062 -.053 .036 - 64 4 -.032 -.053 .052 65 5 -.001 -.053 .054 66 2 B4 1 -.148 0 .076 67 2 -.073 0 .192 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 3 1047 Company : PSEI Sept 12,2019 I 'I R ISA Designer : RMH 2:19 PM Job Number : Romtec 219-66 Checked By: NAL SCHI, Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec v Shear[kl Toraue[k-ftl z-z Moment[k-ftl 68 , 3 0 0 .231 - 69 4 .074 0 .192 70 5 .148 0 .075 71 2 B5 1 .002 .054 .052 72 2 .032 .054 .05 73 3 .062 .054 .034 74 4 .093 .054 .005 75 5 .122 .054 -.036 76 2 B6 1 -.219 .013 -.063 77 2 .116 .013 .253 78 3 -.05 0 -.067 79 4 -.135 -.013 .254 80 5 .218 -.013 -.063 81 2 B7 1 -.122 -.053 -.036 82 2 -.092 -.053 .006 83 3 -.062 -.053 .034 84 4 -.032 -.053 .05 85 5 -.002 -.053 .053 86 2 B8 1 -.148 0 .075 87 2 -.074 0 .192 88 3 0 0 .231 89 4 .073 0 .192 90 5 .148 0 .076 91 2 B9 1 -.198 0 -.014 - 92 2 -.098 0 .23 93 3 0 0 .311 94 4 .097 0 .231 95 5 .197 0 -.013 96 2 B10 1 -.198 0 -.014 97 2 -.098 0 .23 98 3 0 0 .311 99 4 .097 0 .231 100 5 .197 0 -.013 101 3 B1 1 .057 -.046 -.091 102 2 .051 -.046 -.111 103 3 .044 -.046 -.128 104 4 .036 -.046 -.142 105 5 .025 -.046 -.152 106 3 B2 1 .076 -.14 -.075 107 2 -.196 -.14 -.029 108 3 -.047 0 .292 109 4 .196 .14 -.028 110 5 -.076 .14 -.075 111 3 B3 1 -.025 .046 -.151 112 2 -.036 .046 -.142 113 3 -.044 .046 -.128 114 4 -.051 .046 -.111 115 5 -.057 .046 -.091 116 3 B4 1 -.071 -.032 -.097 117 2 -.068 -.032 -.035 118 3 -.053 -.032 .019 119 4 -.026 -.032 .051 120 5 .014 -.032 .046 121 3 B5 1 -.159 .01 .055 122 2 -.137 .01 .11 123 3 -.113 .01 .155 124 4 -.089 .01 .189 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 4 1048 I ''RISA Company : PSEIRMH Sept 12,2019 Designer RMH 2:19 PM Job Number : Romtec 219-66 Checked By: A NFMETSCHEK COWAN, Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec y Shear[k] Torouejk-ft] z-z Moment[k-ft] 125 5 -.062 .01 .213 126 3 B6 1 -.149 .158 .144 127 2 .205 .158 .167 128 3 -.065 0 -.231 129 4 -.227 -.158 .167 130 5 .147 -.158 .144 131 3 B7 1 .063 -.01 .213 132 2 .089 -.01 .189 133 3 .113 -.01 .155 134 4 .137 -.01 .11 135 5 .159 -.01 .055 136 3 B8 1 -.014 .032 .046 137 2 .026 032 .051 138 3 .053 .032 .019 139 4 .068 .032 -.035 140 5 .071 .032 -.097 141 3 B9 1 .065 .133 .14 142 2 .013 .133 .064 143 3 .008 .133 .049 144 4 .048 .133 .005 145 5 .136 .133 -.158 146 3 B10 1 .065 -.133 .14 147 2 .013 -.133 .064 148 3 .008 -.133 .049 149 4 .048 -.133 .005 150 5 .136 -.133 -.158 - 151 4 B1 1 .047 -.006 -.04 152 2 .057 -.006 -.057 153 3 .066 -.006 -.079 154 4 .074 -.006 -.104 155 5 .08 -.006 -.132 156 4 B2 1 -.049 -.098 -.089 157 2 -.076 -.098 .099 158 3 -.011 0 .171 159 4 .076 .098 .099 160 5 .049 .098 -.089 161 4 B3 1 -.08 .007 -.132 162 2 -.074 .007 -.104 163 3 -.066 .007 -.079 164 4 -.057 .007 -.057 165 5 -.047 007 -.04 166 4 B4 1 -.122 -.024 -.033 167 2 -.085 -.024 .068 168 3 -.039 -.024 .126 169 4 .015 -.024 .132 170 5 .079 -.024 .074 171 4 B5 1 -.114 .035 .069 172 2 -.083 .035 .107 173 3 -.052 .035 .132 174 4 -.019 .035 .143 175 5 .015 .035 .14 176 4 B6 1 -.219 .124 .074 177 2 .215 .124 .245 - 178 3 -.073 0 -.221 179 4 -.241 -.124 .246 180 5 .217 -.124 .074 181 4 B7 1 -.015 -.035 .141 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 5 1049 Company : PSEI Sept 12,2019 I 'I R'SA Designer : RMH 2:19 PM Job Number Romtec 219 66 Checked By: F MANY Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec v Shearfkl Torauefk-ftl z-z Momentfk-ftl 182 2 .019 -.035 .143 183 3 .052 -.035 .132 184 4 .083 -.035 .107 185 5 .114 -.035 .069 186 4 B8 1 -.079 .024 .074 187 2 -.015 .024 .132 188 3 .04 .024 .126 189 4 .085 .024 .068 190 5 .122 .024 -.033 191 4 B9 1 -.049 .099 .098 192 2 -.038 .099 .162 193 3 .006 .099 .19 194 4 .084 .099 .118 195 5 .199 .099 -.125 196 4 B10 1 -.049 -.1 .098 197 2 -.038 -.1 .162 198 3 .006 -.1 .19 199 4 .084 -.1 .118 200 5 .199 -.1 -.124 201 5 B1 1 .071 -.059 -.14 202 2 .057 -.059 -.164 203 3 .041 -.059 -.182 204 4 .024 -.059 -.193 205 5 .004 -.059 -.196 206 5 B2 1 .119 -.18 -.096 207 2 -.254 -.18 -.029 208 3 -.045 0 .427 209 4 .254 .18 -.029 210 5 -.119 .18 -.096 211 5 B3 1 -.004 .059 -.196 212 2 -.024 .059 -.193 213 3 -.041 .059 -.182 214 4 -.057 .059 -.164 215 5 -.071 .059 -.14 216 5 B4 1 -.051 -.057 -.141 217 2 -.066 -.057 -.094 218 3 -.068 -.057 -.035 219 4 -.057 -.057 .018 220 5 -.033 -.057 .051 221 5 B5 1 -.167 -.004 .076 222 2 -.15 -.004 .134 223 3 -.132 -.004 .185 224 4 -.113 -.004 .228 225 5 -.092 -.004 .262 226 5 B6 1 -.105 .182 .188 227 2 .193 .182 .133 228 3 -.055 0 -.207 229 4 -.211 -.182 .133 230 5 ,104 -.182 .188 231 5 B7 1 .092 .004 .262 232 2 .113 .004 .228 233 3 .132 .004 .185 234 4 .15 .004 .134 235 5 .167 .004 .077 _ 236 5 B8 1 .033 .057 .051 237 . 2 .057 .057 .018 238 3 .068 .057 -.035 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 6 • 1050 Company : PSEI Sept 12,2019 2II 'R'SA Designer : Rom Che9 PM Checked Number Romtec 219 66 Checked By: ANEMETSCHEKCOMPAN',: Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec y Shear[k] Torque[k-ft] z-z Moment[k-ft]. 239 4 .066 .057 -.094 240 5 .051 .057 -.141 241 5 B9 1 .153 .153 .18 242 2 .057 .153 -.003 243 3 .013 .153 -.057 244 4 .023 .153 -.083 245 5 .084 .153 -.182 246 5 B10 1 .153 -.153 ,18 247 2 .057 -.153 -.003 248 3 .013 -.153 -.057 249 4 .022 -.153 -.083 250 5 .084 -.153 -.182 251 6 B1 1 .161 .022 -.024 252 2 .159 .022 -.081 253 3 .155 .022 -.137 254 4 .15 .022 -.191 255 5 .143 .022 -.242 256 6 B2 1 .023 -.156 -.186 257 2 -.19 -.156 -.013 258 3 -.04 0 .291 259 4 .19 .156 -.013 260 5 -.023 .156 -.186 261 6 B3 1 -.143 -.022 -.242 262 2 -.15 -.022 -.19 263 3 -.155 -.022 -.137 264 4 -.159 -.022 -.081 _ 265 5 -.161 -.022 -.024 266 6 B4 1 -.084 -.032 -.002 267 2 -.075 -.032 .07 268 3 -.053 -.032 .128 269 4 -.019 -.032 .157 270 5 .027 -.032 .141 271 6 B5 1 -.057 .077 .123 272 2 -.032 .077 .141 273 3 -.005 .077 .149 274 4 .023 .077 .144 275 5 .053 .077 .128 276 6 B6 1 -.203 .145 .036 277 2 .211 .145 .182 278 3 -.073 0 -.237 279 4 -.236 -.145 .183 280 5 .201 -.145 .036 281 6 B7 1 -.053 -.077 .128 282 2 -.023 -.077 .145 283 3 .005 -.077 .149 284 4 .032 -.077 .141 285 5 .057 -.077 .123 286 6 B8 1 -.027 .032 .141 287 2 .019 .032 .157 288 3 .053 .032 .128 289 4 .075 .032 .07 290 5 .084 .032 -.002 291 6 B9 1 .035 .134 .156 _ 292 2 -.001 .134 .117 293 3 .008 .134 .114 294 4 .064 .134 .057 295 5 .168 .134 -.145 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 7 1051 Company : PSEI Sept 12,2019 I IIRISA Designer : RMH 2:19 PM Job Number : Romtec 219-66 Checked By: ANEMC Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec v Shearfkl Torquefk-ftl z-z Momentfk-ftl 296 6 B10 1 .035 -.134 .156 - 297 2 -.001 -.134 .117 298 3 .008 -.134 .114 299 4 .064 -.134 .057 300 5 .168 -.134 -.145 301 7 B1 1 126 .044 .01 302 2 .138 .044 -.035 303 3 .149 .044 -.085 304 4 .16 .044 -.14 305 5 169 .044 -.199 306 7 B2 1 -.088 -.11 -.172 307 2 -.073 -.11 .11 308 3 -.005 0 .17 309 4 .073 .11 .111 310 5 .088 .11 -.172 311 7 B3 1 -.169 -.044 -.199 312 2 -.16 -.044 -.14 313 3 -.149 -.044 -.085 314 4 -.138 -.044 -.035 315 5 -.126 -.044 .01 316, 7 B4 1 -.132 -.024 .039 317 2 -.09 -.024 .147 318, 3 -.04 -.024 .208 319 4 .02 -.024 .212 - 320 5 .09 -.024 .145 321 7 B5 1 -.038 .086 .12 322 2 , -.005 .086 .131 323 3 .03 .086 .128 324 4 .065 .086 .11 325 5 101 .086 .076 326 7 , B6 1 -.259 .115 -.007 327 2 .22 .115 .257 328 3 -.08 0 -.225 329 4 -.248 -.115 .258 330 5 .257 -.115 -.007 331 7 B7 1 -.101 -.086 .076 332 2 -.065 -.086 .11 333 3 -.029 -.086 .128 334 4 .005 -.086 .131 335 5 ,038 -.086 .12 336 7 B8 1 -.09 .024 .145 337 2 -.02 .024 .211 338 3 .04 .024 .208 339 4 .09 .024 .147 340 5 .132 .024 .038 341 _ 7 B9 1 -.071 .1 .11 342 2 -.049 .1 .202 343 3 .006 .1 .239 344 4 .096 .1 .157 345 5 .223 .1 -.115 346 7 B10 1 -.071 -.1 .11 347 2 -.049 -.1 .202 348 3 .006 -.1 .239 349 4 .096 -.1 .157 _ 350 5 .223 -.1 -.115 351 8 B1 1 .167 .011 -.041 352 2 .158 .011 -.099 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 8 1052 Company : PSEI Sept 12,2019 I ''�'�� Designer RMH C 2:19 PM Checked Job Nnmber : Romtec 219-66 Checked By: 01 "SCHEK COMPAN Model Name Romtec Double Sidewalk Restroom Beam Section Forces (Continued) _ LC Beam Label Sec y Shear[k] Torque[k-ft] z-z Momentjk-ft] 353 3 .147 .011 -.154 354 4 .135 .011 -.203 355 5 121 .011 -.247 356 8 B2 1 .07 -.167 -.182 357 2 -.224 -.167 -.067 358 3 -.045 0 .333 359 4 .225 .167 -.066 360 5 -.07 .167 -.182 361 8 B3 1 -.121 -.011 -.247 362 2 -.135 -.011 -.203 363 3 -.147 -.011 -.154 364 4 -.158 -.011 -.099 365 5 -.167 -.011 -.041 366 8 B4 1 -.054 -.037 -.021 367 2 -.061 -.037 .028 368 3 -.056 -.037 .079 369 4 -.039 -.037 .119 370 5 -.009 -.037 .132 371 8 B5 1 -.057 .067 .119 372 2 -.038 .067 .138 373 3 -.017 .067 .149 374 4 .005 .067 .15 375 5 .028 .067 .142 - 376 8 B6 1 -.157 .148 .053 377 2 .192 .148 .13 378 3 -.063 0 -.229 - 379 4 -.213 -.148 .13 380 5 .155 -.148 .053 381 8 B7 1 -.028 -.067 .142 382 2 -.005 -.067 .15 383 3 .017 -.067 .149 384 4 .038 -.067 .138 385 5 .057 -.067 .12 386 8 B8 1 .009 .037 .132 387 2 .039 .037 .119 388 3 .056 .037 .079 389 4 .061 .037 .027 390 5 .054 .037 -.021 391 8 B9 1 .085 .14 .167 392 2 .023 .14 .067 393 3 .009 .14 .043 394 4 .043 .14 002 395 5 .126 .14 -.148 396 8 B10 1 .085 -.14 .167 397 2 .023 -.14 .067 398 3 .009 -.14 .043 399 4 .043 -.14 .002 400 5 .126 -.14 -.148 401 9 B1 1 -.038 -.018 -.017 402 2 -.036 -.018 -.004 403 3 -.035 -.018 .009 404 4 -.033 -.018 .021 405 5 -.032 -.018 .032 - 406 9 B2 1 .005 .01 .035 407 2 .008 .01 -.005 408 3 -.047 -.004 .034 409 4 .02 .012 .107 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 9 • 1053 Company : PSEI Sept 12,2019 IIIRISA Designer : RMH 2:19 PM Job Number : Romtec 219-66 Checked By: ANEMETSCHEB" Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec v Shearfkl Torauefk-ftl z-z Momentfk-ftl _ 410 5 .096 .012 -.088 411 9 B3 1 -.114 -.054 -.07 412 2 -.101 -.054 -.031 413 3 -.088 -.054 .003 414 4 -.075 -.054 .031 415 5 -.062 -.054 .054 416 9 B4 1 -.064 0 .076 417 2 -.031 0 .127 418 3 .001 0 ,142 419 4 .034 0 .124 420 5 .067 0 .071 421 9 B5 1 .062 .05 .05 422 2 .076 .05 .027 423 3 .089 .05 -.001 424 4 .103 .05 -.036 425 5 .117 .05 -.076 426 9 B6 1 -.096 -.018 -.089 427 2 -.013 -.018 .088 428 3 -.01 -.024 .034 429 4 .009 -.016 .016 430 5 -.004 -.016 .036 431 9 B7 1 .035 .014 .037 432 2 .036 .014 .024 433 3 .037 .014 .011 - 434 4 .038 .014 -.002 435 5 .038 .014 -.015 436 9 B8 1 -.004 0 -.021 437 2 -.002 0 -.018 438 3 0 0 -.017 439 4 .004 0 -.019 440 5 .007 0 -.025 441 9 B9 1 -.034 .012 -.014 442 2 -.018 .012 .029 443 3 -.004 .012 .046 444 4 .011 .012 .039 445 5 .025 .012 .008 446 9 B10 1 -.037 .012 .015 447 2 -.017 .012 .061 448 3 .003 .012 .072 449 4 .024 .012 .051 450 5 .046 .012 -.006 451 10 B1 1 -.023 .014 .016 452 2 -.008 .014 .023 453 3 .007 .014 .024 454 4 .022 .014 .018 455, 5 .037 .014 .006 456 10 B2 1 -.103 .014 -.006 457 2 .077 .014 .117 458 3 -.06 -.003 -.022 459 4 -.074 .002 .201 460 5 ,178 .002 -.099 461 10 B3 1 -.146 -.069 -.071 462 2 -.123 -.069 -.021 463 3 -.099 -.069 .019 _ 464 , 4 -.075 -.069 .049 465 5 -.051 -.069 .069 466 10 B4 1 -.117 0 .097 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 10 1054 I : PSEI Sept 12,2019 ICompany I RISA DesigPM JobNnerumber : RMHRomC 19 ke tec 219 66 Checked By: ANEMETSCHEK COWAN Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec y Shearik] Torque[k-ft] z-z Moment[k-ft] 467 2 -.058 0 .189 468 3 .001 0 .219 469 4 .06 0 .187 470 5 .12 0 .093 471 10 B5 1 .051 .066 .065 472 2 .076 .066 .045 473 3 .1 .066 .015 474 4 .125 .066 -.026 475 5 .149 .066 -.077 476 10 B6 1 -.179 -.008 -.101 477 2 .068 -.008 .186 478 3 -.032 -.018 -.022 479 4 -.07 -.018 .132 480 5 .104 -.018 -.006 481 10 B7 1 -.035 -,017 .008 482 2 -.02 -.017 .02 483 3 -.006 -.017 .025 484 4 .009 -.017 .024 485 5 .024 -.017 .016 486 10 B8 1 -.072 0 .024 487 2 -.036 0 .081 488 3 0 0 .099 489 4 .037 0 .08 - 490 5 .074 0 .021 491 10 B9 1 -.123 .009 -.017 492 2 -.062 .009 .135 _ 493 3 -.003 .009 .188 494 4 .056 .009 .143 495 5 .116 .009 0 496 10 B10 1 -.125 .009 .005 497 2 -.061 .009 .159 498 3 .002 .009 .208 499 4 .066 .009 .152 500 5 .132 .009 -.011 501 11 B1 1 -.035 -.028 -.027 502 2 -.04 -.028 -.014 503 3 -.045 -.028 0 504 4 -.051 -.028 .018 505 5 -.056 -.028 .037 506 11 B2 1 .05 .007 .046 507 2 -.016 .007 -.06 508 3 -.04 -.004 .037 509 4 .026 .015 .052 510 5 .05 .015 -.078 511 11 B3 1 -.09 -.044 -.065 512 2 -.084 -.044 -.034 513 3 -.078 -.044 -.005 514 4 -.071 -.044 .021 515 5 -.065 -.044 .044 516 11 B4 1 -.03 0 .063 517 2 -.015 0 .087 518 3 .001 0 .094 519 4 .017 0 .084 520 5 .034 0 .058 521 11 B5 1 .065 .041 .041 522 2 .072 .041 .018 523 3 .079 .041 -.009 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 11 1055 I : PSEI Sept 12,2019 ICompany I RISA Dob Nuesignermber : RMH 2:19 PM J : Romtec 219-66 Checked By: Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec v Shearfkl Torctuefk-ftl z-z Momentfk-ftl 524 4 .085 .041 -.038 - 525 5 .092 .041 -.07 526 11 B6 1 -.05 -.021 -.078 527 2 -.019 -.021 .032 528 3 -.003 -.024 .036 529 4 .025 -.013 -.04 530 5 -.049 -.013 .047 531 11 B7 1 .06 .024 .043 532 2 .054 .024 .022 533 3 .048 .024 .004 534 4 .042 .024 -.012 535 5 .036 .024 -.025 536 11 B8 1 .029 0 -,034 537 2 .015 0 -.057 538 3 0 0 -.066 539 4 -.013 0 -.059 540 5 -.026 0 -.039 541 11 B9 1 .007 .012 -,011 542 2 .002 .012 -.019 543 3 -.003 .012 -.018 544, 4 -.009 .012 -.009 545 5 -.016 .012 .011 546 11 B10 1 .004 .012 .019 547 2 .003 .012 .013 - 548 3 .004 .012 .009 549 4 .004 .012 .003 550 5 .005 .012 -.004 551 12 B1 1 -.125 -.053 -.052 552 2 -.113 -.053 -.008 553 3 -.102 -.053 .03 554 4 -.091 -.053 .064 555 5 -.08 -.053 .093 556 12 B2 1 -.045 .029 .103 557 2 .07 .029 .088 558 3 -.08 -.006 .009 559 4 -.057 -.002 .236 560 5 .169 -.002 -.053 561 12 B3 1 -.102 -.039 -.036 562 2 -.078 -.039 -.002 563 3 -.054 -.039 .022 564 4 -,029 -.039 .036 565 5 -.003 -.039 .039 566, 12 B4 1 -.125 0 .055 567 2 -.062 0 .153 568 3 .001 0 .185 569, 4 .065 0 .15 570 5 .129 0 .049 571 12 B5 1 .006 .034 .035 572 2 .032 .034 .031 573 3 .058 .034 .016 574 4 .083 .034 -.01 575 5 .108 .034 -.046 576 12 B6 1 -.17 -.008 -.057 577 2 .056 -.008 .209 _ 578 3 .028 -.031 .013 579 4 -.055 -.035 .113 580 5 .045 -.035 .102 RISAFoundation Version 11.0.4 [\,..\...\...\.,.\,.,\...\Dsg Engr\Double Restroom.r3d) Page 12 1056 I : PSEI Sept 12,2019 ICompany1 RISA Designer : RMH 2:19 PM Job Number : Romtec 219-66 Checked By: A NEA4ETSCHEK COMPAN Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec y Shear[k] Torque[k-ftl z-z Moment[k-ft] 581 12 B7 1 .083 .048 .097 582 2 .092 .048 .067 583 3 .103 .048 .033 584 4 .113 .048 -.006 585 5 .124 .048 -.049 586 12 B8 1 -.053 0 -.068 587 2 -.026 0 -.026 588 3 .001 0 -.013 589 4 .029 0 -.028 590 5 .057 0 -.074 591 12 B9 1 -.096 .015 -.035 592 2 -.049 .015 .084 593 3 -.005 .015 .127 594 4 .039 .015 .098 595 5 .083 .015 -.004 596 12 B10 1 -.097 .016 .004 597 2 -.046 .016 .123 598 3 .004 .016 .158 599 4 .055 .016 .111 600 5 .107 .016 -.022 601 13 B1 1 -.089 -.011 -.01 602 2 -.066 -.011 .02 603 3 -.044 -.011 .04 - 604 4 -.021 -.011 .05 605 5 0 -.011 .052 606 13 B2 1 -.139 .028 .045 607 2 .124 .028 .186 608 3 -.085 -.004 -.041 609 4 -.114 -.008 .297 610 5 .233 -.008 -.072 611 13 B3 1 -.138 -.057 -.045 612 2 -.106 -.057 .001 613 3 -.073 -.057 .034 614 4 -.04 -.057 .053 615 5 -.007 -.057 .058 616 13 B4 1 -.162 0 .081 617 2 -.08 0 .209 618 3 .001 0 .251 619 4 .083 0 .207 620 5 .166 0 .076 621 13 B5 1 .009 .054 .053 622 2 .043 .054 .048 623 3 .076 .054 .028 624 4 .11 .054 -.006 625 5 .143 .054 -.054 626 13 B6 1 -.234 0 -.077 627 2 .103 0 .277 628 3 .046 -.023 -.038 629 4 -.112 -.032 .205 630 5 .14 -.032 .043 631 13 B7 1 0 008 .053 632 2 .022 .008 .052 633 3 .044 .008 .041 - 634 4 .066 .008 .021 635 5 .088 .008 -.009 636 13 B8 1 -.109 0 -.012 637 2 -.054 0 .074 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 13 1057 Company : PSEI Sept 12,2019 IIIRISA Designer : RMH 2:19 PM Job Number Romtec 219 66 Checked By: A`il ,,_„t,; ,,, Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec v Shearfkl Torouefk-ftl z-z Momentfk-ftl 638 3 0 0 .103 - 639 4 .056 0 .073 640 5 .112 0 -.015 641 13 B9 1 -.169 .011 -.033 642 2 -.085 .011 .177 643 3 -.004 .011 .249 644 4 .077 .011 .187 645 5 .16 .011 -.009 646 13 B10 1 -.17 .012 -.004 647 2 -.082 .012 .206 648 3 .003 .012 .272 649 4 .089 .012 .197 650 5 .178 .012 -.023 651 14 B1 1 -.122 -.062 -.061 652 2 -.117 -.062 -.019 653 3 -.113 -.062 .022 654 4 -.108 -.062 .061 655 5 -.104 -.062 .098 656 14 B2 1 0 .026 .113 657 2 .046 .026 .032 658 3 -.07 -.006 .012 659 4 -.033 .001 .18 660 5 .123 .001 -.043 661 14 , B3 1 -.078 -.029 -.031 - 662 2 -.061 -.029 -.005 663 3 -.043 -.029 .014 664 4 -.025 -.029 .026 665 5 -.006 -.029 .029 666 14 B4 1 -.091 0 .041 667 2 -.045 0 .113 668 3 .001 0 .136 669 4 .048 0 .111 670 5 .095 0 .035 671 14 B5 1 .008 .025 .025 672 2 .028 .025 .021 673 3 .047 .025 .008 674 4 .065 .025 -.012 675 5 .084 .025 -.04 676 14 B6 1 -.124 -.011 -.046 677 2 .035 -.011 .153 678 3 .018 -.031 .015 679 4 -.031 -.032 .057 680 5 0 -.032 .113 681 14 B7 1 .107 .057 .103 682 2 .11 .057 .065 683 3 .113 .057 .025 684 4 .117 .057 -.016 685 5 .121 .057 -.058 686 14 B8 1 -.02 0 -.081 687 2 -.01 0 -.066 688 3 .001 0 -.061 689 4 .013 0 -.068 690 5 .024 0 -.087 691 14 B9 1 -.055 .015 -.032 _ 692 2 -.029 .015 .037 693 3 -.005 .015 .063 694 4 .019 .015 .05 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 14 1058 • : PSEI Sept12,2019 'ICompany I RISA Designer : RMH 2:19 PM Job Number : Romtec 219-66 Checked By: SCHEK COWAN- Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) _ LC Beam Label Sec y Shear[k] Torque[k-ft] z-z Moment[k-ft] 695 5 .043 .015 -.002 696 14 B10 1 -.056 .016 .007 697 2 -.026 .016 .076 698 3 .004 .016 .095 699 4 .035 .016 .064 700 5 .067 .016 -.02 701 15 B1 1 .055 -.019 -.069 702 2 .058 -.019 -.088 703 3 .06 -.019 -.109 704 4 .06 -.019 -.131 705 5 .059 -.019 -.151 706 15 B2 1 .007 -.12 -.094 707 2 -.135 -.12 .038 708 3 .028 0 .228 709 4 .135 .12 .038 710 5 -.007 .12 -.094 711 15 B3 1 -.059 .019 -.151 712 2 -.06 .019 -.13 713 3 -.06 .019 -.109 714 4 -.058 .019 -.088 715 5 -.055 .019 -.069 716 15 B4 1 -.127 -.035 -.062 717 2 -.103 -.035 .045 718 3 -.067 -.035 .122 719 4 -.019 -.035 .156 720 5 .041 -.035 .13 - 721 15 B5 1 -.069 .067 .117 722 2 -.038 .067 .139 723 3 -.006 .067 .148 724 4 .028 .067 .143 725 5 .063 .067 .123 726 15 B6 1 -.238 .135 .039 727 2 .228 .135 .241 728 3 -.079 0 -.238 729 4 -.255 -.135 .242 730 5 .236 -.135 .04 731 15 B7 1 -.063 -.067 .123 732 2 -.028 -.067 .143 733 3 .006 -.067 .148 734 4 .038 -.067 .139 735 5 .069 -.067 .117 736 15 B8 1 -.041 .035 .13 737 2 .019 .035 .156 738 3 .067 .035 .122 739 4 .103 .035 .045 740 5 .127 .035 -.062 741 15 B9 1 -.01 .12 .121 742 2 -.026 .12 .139 743 3 .002 .12 .159 744 4 .074 .12 .097 745 5 .192 .12 -.135 746 15 B10 1 -.01 -.12 .12 747 2 -.026 -.12 .139 - 748 3 .002 -.12 .159 749 4 .074 -.12 .097 750 5 .192 -.12 -.135 751 16 B1 1 .046 .014 -.023 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 15 1059 Company : PSEI Sept 12,2019 IIIRISA Designer : RMH 2:19 PM Job Number : Romtec 219-66 Checked By: Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec v Shearfkl Torauefk-ftl z-z Momentfk-ftl 752 2 .063 .014 -.041 753 3 .078 .014 -.065 754 4 .092 .014 -.096 755 5 .105 .014 -.132 756 16 B2 1 -.1 -.083 -.103 757 2 -.045 -.083 .149 758 3 .004 0 .123 759 4 .045 .083 .149 760 5 .1 .083 -.103 761 16 B3 1 -.105 -.014 -.132 762 2 -.092 -.014 -.095 763 3 -.078 -.014 -.065 764 4 -.063 -.014 -.04 765 5 -.046 -.014 -.023 766 16 B4 1 -.164 -.026 -.007 767 2 -.111 -.026 .128 768 3 -.05 -.026 .204 769 4 .02 -.026 .211 770 5 .1 -.026 .137 771 16 B5 1 -.046 .079 .115 772 2 -.009 .079 .129 773 3 .029 .079 .127 774 4 .068 .079 .108 775 5 .109 .079 .073 - 776 16 B6 1 -.286 .107 -.004 777 2 .233 .107 .301 778 3 -.084 0 -.226 _ 779 4 -.262 -.107 .302 780 5 .283 -.107 -.004 781 16 B7 1 -.109 -.078 .073 782 2 -.068 -.078 .109 783 3 -.029 -.078 .127 784 4 .009 -.078 .129 785 5 .046 -.078 .115 786 16 B8 1 -.1 .026 .137 787 2 -.02 .026 .211 788 3 .05 .026 .204 789 4 .111 .026 .128 790 5 .164 .026 -.007 791 16 B9 1 -.105 .09 .084 792 2 -.067 .09 .218 793 3 .001 .09 .273 794 4 .103 .09 .187 795 5 .242 .09 -.107 796 16 B10 1 -.106 -.09 .083 797 2 -.067 -.09 .218 798 3 .001 -.09 .273 799 4 .103 -.09 .187 800 5 .241 -.09 -.107 801 17 B1 1 .058 -.029 -.079 802 2 .054 -.029 -.099 803 3 .049 -.029 -.117 804 4 .043 -.029 -.133 805 5 .035 -.029 -.146 _ 806 17 B2 1 .053 -.124 -.083 807 2 -.159 -.124 -.018 808 3 .038 0 .231 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 16 1060 • Company : PSEI Sept 12,2019 I ''R'SA DesigPM Jobgnerumber : RRMH C 19 ke omtec 219-66 Checked By: A NEMETSCHEK COMPAN`. Model Name Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec y Shear[k] Torque[k-ft] z-z Momentjk-ft] 809 4 .159 .124 -.018 810 5 -.053 .124 -.083 811 17 B3 1 -.035 .029 -.146 812 2 -.043 .029 -.133 813 3 -.049 .029 -.117 814 4 -.054 .029 -.099 815 5 -.058 .029 -.078 816 17 B4 1 -.093 -.035 -.076 817 2 -.086 -.035 .005 818 3 -.067 -.035 .073 819 4 -.036 -.035 .116 820 5 .007 -.035 .117 821 17 B5 1 -.066 .058 .108 822 2 -.042 .058 .129 823 3 -.016 .058 14 824 4 .01 .058 .14 825 5 .039 .058 .129 826 17 B6 1 -.192 .132 .05 827 2 .208 .132 .185 828 3 -.069 0 -.236 829 4 -.231 -.132 .186 830 5 .19 -.132 .05 831 17 B7 1 -.039 -.058 .129 - 832 2 -.01 -.058 .141 833 3 .016 -.058 .141 834 4 .042 -.058 .129 835 5 .066 -.058 .108 836 17 B8 1 -.007 .035 .117 837 2 .036 .035 .116 838 3 .067 .035 .073 839 4 .086 .035 .005 840 5 .093 .035 -.076 841 17 B9 1 .03 .12 .124 842 2 -.006 .12 .092 843 3 .002 .12 .095 844 4 .054 .12 .05 845 5 .152 .12 -.132 846 17 B10 1 .03 -.12 .123 847 2 -.006 -.12 .092 848 3 .002 -.12 .095 849 4 .054 -.12 .05 850 5 .152 -.12 -.132 851 18 B1 1 -.032 -.01 -.008 852 2 -.03 -.01 .003 853 3 -.028 -.01 .014 854 4 -.025 -.01 .023 855 5 -.022 -.01 .031 856 18 B2 1 .004 .015 .029 857 2 .097 .015 -.117 858 3 -.238 -.038 -.014 859 4 -.029 -.003 .388 860 5 .229 -.003 -.081 861 18 B3 1 -.142 -.059 -.055 - 862 2 -.112 -.059 -.007 863 3 -.082 -.059 .029 864 4 -.051 -.059 .051 865 5 -.02 -.059 .06 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 17 1061 : PSEI Sept 12,2019 IICompany IRISA Design Job Nuer : RMH 2:19 PM Number : Romtec 219-66 Checked By: Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec v Shearfkl Torquefk-ftl z-z Momentfk-ftl 866, 18 B4 1 -.156 0 .085 867 2 -.076 0 .207 868 3 .004 0 .246 869 4 .085 0 199 870 5 .168 0 .067 871 18 B5 1 .024 .048 .047 872 2 .058 .048 .036 873 3 .092 .048 .01 874 4 .125 .048 -.029 875 5 .157 .048 -.082 876 18 B6 1 -.232 -.024 -.092 877 2 .046 -.024 .322 878 3 .102 -.06 -.01 879 4 -.063 -.036 -.05 880 5 -.003 -.036 .034 881 18 B7 1 .035 -.002 .049 882 2 .035 -.002 .037 883 3 .036 -.002 .024 884 4 .036 -.002 .012 885 5 .036 -.002 0 886 18 B8 1 .002 -.002 0 887 2 .002 -.002 -.001 888 3 .003 -.002 -.003 889 4 .005 -.002 -.007 - 890 5 .008 -.002 -.013 891 18 B9 1 -.115 .041 -.053 892 2 -.062 .041 .091 _ 893 3 -.012 .041 .149 894 4 .036 .041 .126 895 5 .084 .041 .024 896 18 B10 1 -.092 .043 .035 897 2 -.04 .043 .147 898 3 .011 .043 .174 899 4 .064 .043 .114 900 5 .12 .043 -.035 901 19 B1 1 -.02 .02 .022 902 2 -.004 .02 .028 903 3 .012 .02 .027 904 4 .028 .02 .02 905 5 .045 .02 .005 906 19 B2 1 -.103 .018 -.011 907 2 .143 .018 .032 908 3 -.203 -.029 -.059 909 4 -.093 -.009 .411 910 5 .278 -.009 -.093 911 19 B3 1 -.167 -.072 -.059 912 2 -.131 -.072 -.002 913 3 -.095 -.072 .039 914 4 -.057 -.072 .064 915 5 -.019 -.072 .074 916 19 B4 1 -.186 0 .103 917 2 -.091 0 .249 918 3 .003 0 .296 919 4 .098 0 .244 920 5 .195 0 .09 921 19 B5 1 .023 .064 .063 922 2 .063 .064 .052 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 18 1062 Company : PSEI Sept 12,2019 I'I RISA Designer RMH 2:19 PM Job Number : Romtec 219-66 Checked By: ANEMETSCHEK COWAN.: Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec y Shear[k] Toraue[k-ft] z-z Moment[k-ft] 923 3 .102 .064 .024 924 4 .141 .064 -.02 925 5 .179 .064 -.081 926 19 B6 1 -.281 -.012 -.103 927 2 .096 -.012 .362 928 3 ,101 -.045 -.055 929 4 -.118 -.033 .083 930 5 .104 -.033 -.008 931 19 B7 1 -.035 -.029 .018 932 2 -.021 -.029 .029 933 3 -.006 -.029 .034 934 4 .008 -.029 .034 935 5 .022 -.029 .027 936 19 B8 1 -.068 -.002 .04 937 2 -.033 -.002 .093 938 3 .002 -.002 .11 939 4 .038 -.002 .089 940 5 .075 -.002 .03 941 19 B9 1 -.184 .031 -.046 942 2 -.095 .031 .182 943 3 -.009 .031 .265 944442431 44 4 .075 .031 .208 945 5 .16 .031 .012 946 19 B10 1 -.166 .032 .019 947 2 -.078 .032 .224 948 3 .008 .032 .284 _ 949 4 .096 .032 .2 950 5 .187 .032 -.033 951 20 B1 1 -.03 -.02 -.018 952 2 -.034 -.02 -.007 953 3 -.039 -.02 .006 954 4 -.043 -.02 .02 955 5 -.046 -.02 .036 956 20 B2 1 .05 .011 .04 957 2 .072 .011 -.173 958 3 -.228 -.038 -.011 959 4 .03 0 .332 960 5 .184 0 -.07 961 20 B3 1 -.118 -.05 -.049 962 2 -.095 -.05 -.009 963 3 -.071 -.05 .021 964 4 -.047 -.05 .041 965 5 -.022 -.05 .051 966 20 B4 1 -.122 0 .071 967 2 -.06 0 .167 968 3 .004 0 .197 969 4 .068 0 .16 970 5 .134 0 ,053 971 20 B5 1 .027 .038 .037 972 2 .054 .038 .026 973 3 .081 .038 .003 974 4 .107 .038 -.031 975 5 .133 .038 -.076 _ 976 20 B6 1 -.186 -.027 -.081 977 2 .025 -.027 .266 978 3 .092 -.06 -.008 979 4 -.039 -.033 -.106 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 19 • 1063 I I Company : PSEI Sept 12,2019 RISA Designer : RMH 2:19 PM Job Number : Romtec 219-66 Checked By: A Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec y Shearfkl Torouefk-ftl z-z Momentfk-ftl 980 5 -.049 -.033 .045 981 20 B7 1 .059 .008 .055 982 2 .053 .008 .035 983 3 .047 .008 .017 984 4 .04 .008 .002 985 5 .033 .008 -.01 986 20 B8 1 .035 -.002 -.013 987 2 .019 -.002 -.041 988 3 .003 -.002 -.052 989 4 -.012 -.002 -.047 990 5 -.026 -.002 -.027 991 20 B9 1 -.074 .041 -.05 992 2 -.042 .041 043 993 3 -.012 .041 .085 994 4 .016 .041 .078 995 5 .043 .041 .026 996 20 B10 1 -.051 .043 .038 997 2 -.02 .043 .099 998 3 .011 .043 .11 999 4 .044 .043 .067 1000 5 .08 .043 -.033 1001 21 B1 1 -.007 .024 .025 1002 2 .01 .024 .026 1003 3 .027 .024 .02 1004 4 .044 .024 .007 1005 5 .06 .024 -.013 1006 21 B2 1 -.114 .008 -.026 1007 2 .061 .008 .139 1008 3 .026 0 -.007 1009 4 -.061 -.008 .139 1010 5 .114 -.008 -.026 1011 21 B3 1 -.06 -.024 -.013 1012 2 -.044 -.024 .007 1013 3 -.027 -.024 .02 1014 4 -.01 -.024 .026 1015 5 .007 -.024 .025 1016 21 B4 1 -.083 0 .034 1017 2 -.041 0 .1 1018 3 0 0 .122 1019 4 .042 0 .1 1020 5 .084 0 .034 1021 21 B5 1 -.007 .024 .024 1022 2 .01 .024 .025 1023 3 .027 .024 .019 1024 4 .044 .024 .006 1025 5 .061 .024 -.015 1026 21 B6 1 -.115 .007 -.027 1027 2 .051 .007 .139 1028 3 -.025 0 -.006 1029 4 -.061 -.007 .14 1030 5 .114 -.007 -.027 1031 21 B7 1 -.061 -.024 -.015 1032, 2 -.044 -.024 .006 1033 3 -.027 -.024 .019 1034 4 -.01 -.024 .025 1035, 5 .007 -.024 .024 1036 21 B8 1 -.084 0 .034 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 20 • 1064 I I I R ISA signer : PSEI Sept 12,2019 De2:19 PM Job Number • RomtecRMH 219 66 Checked By: ANE,.:; Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec y Shear[k] Torque[k-ft] z-z Moment[k-ft] 1037 2 -.042 0 .1 1038 3 0 0 .122 1039 4 .041 0 .1 1040 5 .083 0 .034 1041 21 B9 1 -.102 0 -.008 1042 2 -.05 0 .118 1043 3 0 0 .16 1044 4 .05 0 .119 1045 5 .101 0 -.007 1046 21 B10 1 -.102 0 -.008 1047 2 -.05 0 .118 1048 3 0 0 .16 1049 4 .05 0 .119 1050 5 .101 0 -.007 1051 22 B1 1 0 .046 .047 1052 2 .026 .046 .045 1053 3 .053 .046 .032 1054 4 .08 .046 .008 1055 5 .106 .046 -.028 1056 22 B2 1 -.191 .013 -.052 1057 2 .117 .013 .225 1058 3 .044 0 -.053 1059 4 -.117 -.013 .225 - 1060 5 .191 -.013 -.052 1061 22 B3 1 -.106 -.046 -.028 1062 2 -.08 -.046 .008 _ 1063 3 -.053 -.046 .032 1064 4 -.026 -.046 .045 1065 5 0 -.046 .047 1066 22 B4 1 -.131 0 .066 1067 2 -.065 0 .169 1068 3 0 0 .203 1069 4 .066 0 .169 1070 5 .132 0 .065 1071 22 B5 1 0 .046 .045 1072 2 .027 .046 .043 1073 3 .054 .046 .03 1074 4 .08 .046 .005 1075 5 .107 .046 -.03 1076 22 B6 1 -.193 .011 -.054 1077 2 .1 .011 .225 1078 3 -.044 0 -.052 1079 4 -.116 -.011 .225 1080 5 .192 -.011 -.054 1081 22 B7 1 -.107 -.046 -.03 1082 2 -.08 -.046 .006 1083 3 -.054 -.046 .03 1084 4 -.027 -.046 .043 1085 5 0 -.046 .045 1086 22 B8 1 -.132 0 .065 1087 2 -.066 0 .169 1088 3 0 0 .203 1089 4 .065 0 .169 1090 5 .131 0 .066 1091 22 B9 1 -.174 0 -.013 1092 2 -.086 0 .202 1093 3 0 0 .273 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 21 1065 Company : PSEI Sept 12,2019 IIIRISA Designer : RMH 2:19 PM Job Number : Romtec 219-66 Checked By: Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec v Shearfkl Toreuefk-ftl z-z Momentfk-f0 1094 4 .085 0 .203 - 1095 5 .173 0 -.011 1096 22 B10 1 -.174 0 -.013 1097 2 -.086 0 .202 1098 3 0 0 .273 1099 4 .085 0 .203 1100, 5 .173 0 -.011 1101 23 B1 1 -.004 .014 .015 1102 2 .006 .014 .016 1103 3 .016 .014 .012 1104 4 .026 .014 .004 1105 5 .036 014 -.008 1106 23 B2 1 -.068 .005 -.016 1107 2 .037 .005 .084 1108 3 .015 0 -.004 1109 4 -.037 -.005 .084 1110 5 .068 -.005 -.016 1111 23 B3 1 -.036 -.014 -.008 1112 2 -.026 -.014 .004 1113 3 -.016 -.014 .012 1114 4 -.006 -.014 .016 1115 5 .004 -.014 .015 1116 23 B4 1 -.05 0 .021 1117 2 -.025 0 .06 - 1118 3 0 0 .073 1119 4 .025 0 .06 1120 5 .05 0 .02 _ 1121 23 B5 1 -.004 .014 .014 1122 2 .006 .014 .015 1123 3 .016 .014 .011 1124 4 .026 .014 .003 1125 5 .036 .014 -.009 1126 23 B6 1 -.069 .004 -.016 1127 2 .031 .004 .084 1128 3 -.015 0 -.004 1129 4 -.036 -.004 .084 1130 5 .069 -.004 -.016 1131 23 B7 1 -.036 -.014 -.009 1132 2 -.026 -.014 .003 1133 3 -.016 -.014 .011 1134 4 -.006 -.014 .015 1135 5 .004 -.014 .014 1136 23 B8 1 -.05 0 .02 1137 2 -.025 0 .06 1138 3 0 0 .073 1139 4 .025 0 .06 1140 5 .05 0 .021 1141 23 B9 1 -.061 0 -.005 1142 2 -.03 0 .071 1143 3 0 0 .096 1144 4 .03 0 .071 1145 5 .061 0 -.004 1146 23 B10 1 -.061 0 -.005 1147 2 -.03 0 .071 1148 3 0 0 .096 1149 4 .03 0 .071 1150 5 061 0 -.004 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 22 1066 : PSEI Sept 12,2019 ICompany IRISA Designer : RMH 2:19 PM Job Number : Romtec 219-66 Checked By: A NEMErSCHEKCOWAN`. Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec y Shear[k] Torauejk-ft] z-z Moment[k-ftl 1151 24 B1 1 -.007 .024 ,025 1152 2 .01 .024 .026 1153 3 .027 .024 .02 1154 4 .044 .024 .007 1155 5 .06 .024 -.013 1156 24 82 1 -.114 .008 -.026 1157 2 .061 .008 .139 1158 3 .026 0 -.007 1159 4 -.061 -.008 .139 1160 5 .114 -.008 -.026 1161 24 B3 1 -.06 -.024 -.013 1162 2 -.044 -.024 .007 1163 3 -.027 -.024 .02 1164 4 -.01 -.024 .026 1165 5 .007 -.024 .025 1166 24 B4 1 -.083 0 .034 1167 2 -.041 0 .1 1168 3 0 0 .122 1169 4 .042 0 .1 1170 5 ,084 0 .034 1171 24 B5 1 -.007 .024 .024 1172 2 .01 .024 .025 1173 3 .027 .024 .019 - 1174 4 .044 .024 .006 1175 5 .061 .024 -.015 1176 24 B6 1 -.115 .007 -.027 _ 1177 2 .051 .007 .139 1178 3 -.025 0 -.006 1179 4 -.061 -.007 .14 1180 5 .114 -.007 -.027 1181 24 B7 1 -.061 -.024 -.015 1182 2 -.044 -.024 .006 1183 3 -.027 -.024 .019 1184 4 -.01 -.024 .025 1185 5 .007 -.024 .024 1186 24 B8 1 -.084 0 .034 1187 2 -.042 0 ,1 1188 3 0 0 .122 1189 4 .041 0 .1 1190 5 .083 0 .034 1191 24 B9 1 -.102 0 -.008 1192 2 -.05 0 .118 1193 3 0 0 .16 1194 4 .05 0 .119 1195 5 .101 0 -.007 1196 24 B10 1 -.102 0 -.008 1197 2 -.05 0 .118 1198 3 0 0 .16 1199 4 .05 0 .119 1200 5 .101 0 -.007 1201 25 B1 1 0 .046 .047 1202 2 .026 .046 .045 1203 3 .053 .046 .032 _ 1204 4 .08 .046 .008 1205 5 .106 .046 -.028 1206 25 B2 1 -.191 .013 -.052 1207 2 .117 .013 .225 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 23 1067 Company : PSEI Sept 12,2019 I'IRISA Designer : RMH 2:19 PM Job Number : Romtec 219-66 Checked By: Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec v Shearfkl Torquefk-ftl z-z Momentfk-ftl 1208 3 .044 0 -.053 1209 4 -.117 -.013 .225 1210 5 .191 -.013 -.052 1211 25 B3 1 -.106 -.046 -.028 1212 2 -.08 -.046 .008 1213 3 -.053 -.046 .032 1214 4 -.026 -.046 .045 1215 5 0 -.046 .047 1216 25 B4 1 -.131 0 .066 1217 2 -.065 0 .169 1218 3 0 0 .203 1219 4 .066 0 .169 1220 5 .132 0 .065 1221 25 B5 1 0 .046 .045 1222 2 .027 .046 .043 1223 3 .054 .046 .03 1224 4 .08 .046 .005 1225 5 .107 .046 -.03 1226 25 B6 1 -.193 .011 -.054 1227 2 .1 .011 .225 1228 3 -.044 0 -.052 1229 4 -.116 -.011 .225 1230 5 .192 -.011 -.054 1231 25 B7 1 -.107 -.046 -.03 - 1232 2 -.08 -.046 .006 1233 3 -.054 -.046 .03 1234, 4 -.027 -.046 .043 _ 1235 5 0 -.046 .045 1236 25 B8 1 -.132 0 .065 1237 2 -.066 0 .169 1238 3 0 0 .203 1239 4 .065 0 .169 1240 5 .131 0 .066 1241 , 25 B9 1 -.174 0 -.013 1242 2 -.086 0 .202 1243 3 0 0 .273 1244 4 .085 0 .203 1245 5 .173 0 -.011 1246 25 B10 1 -.174 0 -.013 1247 2 -.086 0 .202 1248 3 0 0 .273 1249 4 .085 0 .203 1250 5 .173 0 -.011 1251 26 B1 1 -.004 .014 .015 1252 2 .006 .014 .016 1253 , 3 .016 .014 .012 1254 4 .026 .014 .004 1255 5 .036 .014 -.008 1256 26 B2 1 -.068 .005 -.016 1257 2 .037 .005 .084 1258 3 .015 0 -.004 1259 4 -.037 -.005 .084 1260, 5 .068 -.005 -.016 1261 26 B3 1 -.036 -.014 -.008 _ 1262 2 -.026 -.014 .004 1263 3 -.016 -.014 .012 1264 4 -.006 -.014 .016 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 24 • 1068 Company : PSEI Sept 12,2019 IIIRISA Designer RMH 2:19 PM Job Number : Romtec 219-66 Checked By: ANEW rSCMEK COWAN`- Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec y Shear[k] Torque[k-ft] z-z Moment[k-ft] 1265 5 .004 -.014 .015 1266 26 B4 1 -.05 0 .021 1267 2 -.025 0 .06 1268 3 0 0 .073 1269 4 .025 0 .06 1270 5 .05 0 .02 1271 26 B5 1 -.004 .014 .014 1272 2 .006 .014 .015 1273 3 .016 .014 .011 1274 4 .026 .014 .003 1275 5 .036 .014 -.009 1276 26 B6 1 -.069 .004 -.016 1277 2 .031 ,004 .084 1278 3 -.015 0 -.004 1279 4 -.036 -.004 .084 1280 5 .069 -.004 -.016 1281 26 B7 1 -.036 -.014 -.009 1282 2 -.026 -.014 .003 1283 3 -.016 -.014 .011 1284 4 -.006 -.014 .015 1285 5 .004 -.014 .014 1286 26 B8 1 -.05 0 .02 1287, 2 -.025 0 .06 - 1288 3 0 0 .073 1289 4 .025 0 .06 1290 5 .05 0 .021 _ 1291 26 B9 1 -.061 0 -.005 1292 2 -.03 0 .071 1293 3 0 0 .096 1294 4 .03 0 .071 1295 5 .061 0 -.004 1296 26 B10 1 -.061 0 -.005 1297 2 -.03 0 .071 1298 3 0 0 .096 1299 4 .03 0 .071 1300 5 .061 0 -.004 1301 27 B1 1 -.007 .024 .025 1302 2 .01 .024 .026 1303 3 .027 .024 .02 1304 4 .044 .024 .007 1305 5 .06 .024 -.013 1306 27 B2 1 -.114 .008 -.026 1307 2 061 .008 .139 1308 3 .026 0 -.007 1309 4 -.061 -.008 .139 1310 5 .114 -.008 -.026 1311 27 B3 1 -.06 -.024 -.013 1312 2 -.044 -.024 .007 1313 3 -.027 -.024 .02 1314 4 -.01 -.024 .026 1315 5 .007 -.024 .025 1316 27 B4 1 -.083 0 .034 1317 2 -.041 0 .1 _ 1318 3 0 0 .122 1319 4 .042 0 .1 1320, 5 .084 0 .034 1321 27 B5 1 -.007 .024 .024 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 25 1069 Company : PSEI Sept 12,2019 I 'I RISA Designer : RMH 2:19 PM Job Number : Romtec 219-66 Checked By: .'.MEr&CNLKCOMPANY Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec v Shearfkl Torouefk-ftl z-z Momentfk-ftl 1322 2 .01 .024 .025 ' 1323 3 .027 .024 .019 1324 4 .044 .024 .006 1325 5 .061 .024 -.015 1326 27 B6 1 -.115 .007 -.027 1327 2 .051 .007 .139 1328 3 -.025 0 -.006 1329 4 -.061 -.007 .14 1330 5 .114 -.007 -.027 1331 27 B7 1 -.061 -.024 -.015 1332 2 -.044 -.024 .006 1333 3 -.027 -.024 .019 1334 4 -.01 -.024 .025 1335 5 .007 -.024 .024 1336 27 B8 1 -.084 0 .034 1337 2 -.042 0 .1 1338 3 0 0 .122 1339 4 .041 0 .1 1340, 5 .083 0 .034 1341 27 B9 1 -.102 0 -.008 1342 2 -.05 0 .118 1343 3 0 0 .16 1344 4 .05 0 .119 1345 5 .101 0 -.007 - 1346 27 B10 1 -.102 0 -.008 1347 2 -.05 0 .118 1348 , 3 0 0 .16 1349 4 .05 0 .119 1350 5 .101 0 -.007 1351 28 B1 1 0 .046 .047 1352 2 .026 .046 .045 1353 3 .053 .046 .032 1354 4 .08 .046 .008 1355 5 .106 .046 -.028 1356 28 B2 1 , -.191 .013 -.052 1357 2 .117 .013 .225 1358 3 .044 0 -.053 1359 4 -.117 -.013 .225 1360 5 .191 -.013 -.052 1361 28 B3 1 -.106 -.046 -.028 1362 2 -.08 -.046 .008 1363 3 -.053 -.046 .032 1364 4 -.026 -.046 .045 1365 5 0 -.046 .047 1366 28 B4 1 , -.131 0 .066 1367 2 -.065 0 .169 1368 3 0 0 .203 1369 4 .066 0 .169 1370 5 .132 0 .065 1371, 28 B5 1 0 .046 .045 1372 2 .027 .046 .043 1373 3 .054 .046 .03 1374 4 .08 .046 .005 1375 5 .107 .046 -.03 1376 28 B6 1 -.193 .011 -.054 1377 2 , .1 .011 .225 1378 3 -.044 0 -.052 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 26 1070 Company : PSEI Sept 12,2019 I ''�'�� Designer RMH C 2:19 PM Checked Job Nnmber : Romtec 219-66 Checked 01 ANE4t1: -KCOMWAN. Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec y Shear[k] Toraue[k-ft] z-z Moment[k-fti 1379 4 -.116 -.011 .225 1380 5 .192 -.011 -.054 1381 28 B7 1 -.107 -.046 -.03 1382 2 -.08 -.046 .006 1383 3 -.054 -.046 .03 1384 4 -.027 -.046 .043 1385 5 0 -.046 .045 1386 28 B8 1 -.132 0 .065 1387 2 -.066 0 .169 1388 3 0 0 .203 1389 4 .065 0 .169 1390 5 .131 0 .066 1391 28 B9 1 -.174 0 -.013 1392 2 -.086 0 .202 1393 3 0 0 .273 1394 4 .085 0 .203 1395 5 .173 0 -.011 1396 28 B10 1 -.174 0 -.013 1397 2 -.086 0 .202 1398 3 0 0 .273 1399 4 .085 0 .203 1400 5 .173 0 -.011 1401 29 B1 1 -.004 .014 .015 - 1402 2 .006 .014 .016 1403 3 .016 .014 .012 1404 4 .026 .014 .004 _ 1405 5 .036 .014 -.008 1406 29 B2 1 -.068 .005 -.016 1407 2 .037 .005 .084 1408 3 .015 0 -.004 1409 4 -.037 -.005 .084 1410 5 .068 -.005 -.016 1411 29 B3 1 -.036 -.014 -.008 1412 2 -.026 -.014 .004 1413 3 -.016 -.014 .012 1414 4 -.006 -.014 .016 1415 5 .004 -.014 .015 1416 29 B4 1 -.05 0 .021 1417 2 -.025 0 .06 1418 3 0 0 .073 1419 4 .025 0 .06 1420 5 .05 0 .02 1421 29 B5 1 -.004 .014 .014 1422 2 .006 .014 .015 1423 3 .016 .014 .011 1424 4 .026 .014 .003 1425 5 .036 .014 -.009 1426 29 86 1 -.069 .004 -.016 1427 2 .031 .004 .084 1428 3 -.015 0 -.004 1429 4 -.036 -.004 .084 1430 5 .069 -.004 -.016 1431 29 B7 1 -.036 -.014 -.009 _ 1432 2 -.026 -.014 .003 1433 3 -.016 -.014 .011 1434 4 -.006 -.014 .015 1435 5 .004 -.014 .014 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 27 1071 I I Company : PSEI Sept 12,2019 'R ISA Designer : RMH 2:19 PM Job Number : Romtec 219-66 Checked By: Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec v Shearfkl Torauefk-ftl z-z Momentfk-ftl 1436 29 B8 1 -.05 0 .02 - 1437 2 -.025 0 .06 1438 3 0 0 .073 1439 4 .025 0 .06 1440 5 .05 0 .021 1441 29 B9 1 -.061 0 -.005 1442 2 -.03 0 .071 1443 3 0 0 .096 1444 4 .03 0 .071 1445 5 .061 0 -,004 1446 29 B10 1 -.061 0 -.005 1447 2 -.03 0 .071 1448 3 0 0 .096 1449 4 .03 0 .071 1450 5 .061 0 -.004 1451 30 B1 1 -.007 .024 .025 1452 2 .01 .024 .026 1453 3 .027 .024 .02 1454 4 .044 .024 .007 1455 5 .06 .024 -.013 1456 30 B2 1 -.114 .008 -.026 1457 2 .061 .008 .139 1458 3 .026 0 -.007 1459 4 -.061 -.008 .139 - 1460 5 .114 -.008 -.026 1461 30 B3 1 -.06 -.024 -.013 1462 2 -.044 -.024 .007 _ 1463 3 -.027 -.024 .02 1464 4 -.01 -.024 .026 1465 5 .007 -.024 .025 1466 30 B4 1 -.083 0 .034 1467 2 -.041 0 .1 1468 3 0 0 .122 1469 4 .042 0 .1 1470 5 .084 0 .034 1471 30 B5 1 -.007 .024 .024 1472 2 .01 .024 .025 1473 3 .027 .024 .019 1474 4 .044 .024 .006 1475 5 .061 .024 -.015 1476 30 B6 1 -.115 .007 -.027 1477 2 .051 .007 .139 1478 3 -.025 0 -.006 1479 4 -.061 -.007 .14 1480 5 .114 -.007 -.027 1481 30 B7 1 -.061 -.024 -.015 1482 2 -.044 -.024 .006 1483 3 -.027 -.024 .019 1484 4 -.01 -.024 .025 1485 5 .007 -.024 .024 1486 30 B8 1 -.084 0 .034 1487 2 -.042 0 .1 1488 3 0 0 .122 1489 4 .041 0 .1 _ 1490 5 .083 0 .034 1491 30 B9 1 -.102 0 -.008 1492 2 -.05 0 .118 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 28 1072 ComSSept 12,2019 I''R'SA Designer pany P nmber : RRomtecEIHMChecked Job N : 219-66 2:19 PM 19By: ANEMETSCHEK COWAN, Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec y Shear[k] Torque[k-ft] z-z Moment[k-ft] 1493 3 0 0 .16 1494 4 .05 0 .119 1495 5 .101 0 -.007 1496 30 B10 1 -.102 0 -.008 1497 2 -.05 0 .118 1498 3 0 0 .16 1499 4 .05 0 .119 1500 5 .101 0 -.007 1501 31 B1 1 0 .046 .047 1502 2 .026 .046 .045 1503 3 .053 .046 .032 1504 4 .08 .046 .008 1505 5 .106 .046 -.028 1506 31 B2 1 -.191 .013 -.052 1507 2 .117 .013 .225 1508 3 .044 0 -.053 1509 4 -.117 -.013 .225 1510 5 191 -.013 -.052 1511 31 B3 1 -.106 -.046 -.028 1512 2 -.08 -.046 .008 1513 3 -.053 -.046 .032 1514 4 -.026 -.046 .045 1515 5 0 -.046 .047 - 1516 31 B4 1 -.131 0 .066 1517 2 -.065 0 169 1518 3 0 0 .203 1519 4 .066 0 .169 1520 5 .132 0 .065 1521 31 B5 1 0 .046 .045 1522 2 .027 .046 .043 1523 3 .054 .046 .03 1524 4 .08 .046 .005 1525 5 .107 .046 -.03 1526 31 B6 1 -.193 .011 -.054 1527 2 .1 .011 .225 1528 3 -.044 0 -.052 1529 4 -.116 -.011 .225 1530 5 .192 -.011 -.054 1531 31 B7 1 -.107 -.046 -.03 1532 2 -.08 -.046 .006 1533 3 -.054 -.046 .03 1534 4 -.027 -.046 .043 1535 5 0 -.046 .045 1536 31 B8 1 -.132 0 .065 1537 2 -.066 0 .169 1538 3 0 0 .203 1539 4 .065 0 .169 1540 5 .131 0 .066 1541 31 B9 1 -.174 0 -.013 1542 2 -.086 0 .202 1543 3 0 0 .273 1544 4 .085 0 .203 1545 5 .173 0 -.011 _ 1546 31 B10 1 -.174 0 -.013 1547 2 -.086 0 .202 1548 3 0 0 .273 1549 4 .085 0 .203 RISAFoundation Version 11.0.4 [1...\...\...\...1...\...\Dsg Engr\Double Restroom.r3d] Page 29 1073 I I Company : PSEI Sept 12,2019 RISA Designer : RMH 2:19 PM Job Number : Romtec 219-66 Checked By: AMPANY Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec v Shearfkl Torauefk-ftl z-z Momentfk-ftl 1550 5 .173 0 -.011 - 1551 32 B1 1 -.004 .014 .015 1552 2 .006 .014 .016 1553 3 .016 .014 .012 1554 4 .026 .014 .004 1555 5 .036 .014 -.008 1556 32 B2 1 -.068 .005 -.016 1557 2 .037 005 .084 1558 3 .015 0 -.004 1559 4 -.037 -.005 .084 1560 5 .068 -.005 -.016 1561 32 B3 1 -.036 -.014 -.008 1562 2 -.026 -.014 .004 1563 3 -.016 -.014 .012 1564 4 -.006 -.014 .016 1565 5 .004 -.014 .015 1566 32 B4 1 -.05 0 .021 1567 2 -.025 0 .06 1568 3 0 0 .073 1569 4 .025 0 .06 1570 5 .05 0 .02 1571 32 B5 1 -.004 .014 .014 1572 2 .006 .014 .015 1573 3 .016 .014 .011 1574 4 .026 .014 .003 1575 5 .036 .014 -.009 1576 32 B6 1 -.069 .004 -.016 _ 1577 2 .031 .004 .084 1578 3 -.015 0 -.004 1579, 4 -.036 -.004 .084 1580 5 .069 -.004 -.016 1581 32 B7 1 -.036 -.014 -.009 1582 2 -.026 -.014 .003 1583 3 -.016 -.014 .011 1584 4 -.006 -.014 .015 1585 5 .004 -.014 .014 1586 32 B8 1 -.05 0 .02 1587 2 -.025 0 .06 1588 3 0 0 .073 1589 4 .025 0 .06 1590 5 .05 0 .021 1591 32 B9 1 -.061 0 -.005 1592 2 -.03 0 .071 1593 3 0 0 .096 1594 4 .03 0 .071 1595 5 .061 0 -.004 1596 32 B10 1 -.061 0 -.005 1597 2 -.03 0 .071 1598 3 0 0 .096 1599 4 .03 0 .071 1600 5 .061 0 -.004 1601 33 B1 1 -.01 .034 .034 1602 2 .014 .034 .036 1603 3 .037 .034 .028 1604 4 .061 .034 .01 1605 5 .084 .034 -.018 1606 33 B2 1 -.16 .011 -.037 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 30 1074 Company : PSEI Sept 12,2019 Checked �'�� Designer : RMH 19 PM Job Number Romtec 219 66 Checkkee d By: A NEMETSCHEiK COWAN" Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec y Shearjk] Toraue[k-ft] z-z Moment[k-ft] 1607 2 .086 .011 .195 1608 3 .036 0 -.01 1609 4 -.086 -.011 .195 1610 5 .16 -.011 -.037 1111116666221111267121, 611 333333 3 B3 1 -.084 -.034 -.018 1612 2 -.061 -.034 .01 1613 3 -.037 -.034 .028 1614 4 -.014 -.034 .036 1615 5 .01 -.034 .034 116 33 B4 1 -.117 0 .048 117 2 -.058 0 .14 1618 3 0 0 .17 1619 4 .059 0 .139 1620 5 .117 0 .047 1621 33 B5 1 -.01 .034 .033 1622 2 .014 .034 .035 1623 3 .038 .034 .026 1624 4 .062 .034 .008 1625 5 .085 .034 -.021 1626 33 B6 1 -.161 .009 -.038 1627 2 .071 .009 .195 1628 3 -.036 0 -.009 1629 4 -.085 -.009 .195 1630 5 .16 -.009 -.038 1631 33 B7 1 -.085 -.034 -.02 1632 2 -.061 -.034 .008 1633 3 -.038 -.034 .026 1634 4 -.014 -.034 .035 1635 5 .01 -.034 .033 1636 33 B8 1 -.117 0 .047 1637 2 -.058 0 .139 1638 3 0 0 .17 1639 4 .058 0 .14 1640 5 .117 0 .048 1641 33 B9 1 -.143 0 -.011 1642 2 -.07 0 .165 1643 3 0 0 .223 1644 4 .07 0 .166 1645 5 .142 0 -.009 1646 33 B10 1 -.143 0 -.011 1647 2 -.07 0 .165 1648 3 0 0 .223 1649 4 .07 0 .166 1650 5 .142 0 -.009 1651 34 B1 1 005 .076 .077 1652 2 ..047 .076 .072 1653 3 .088 .076 .05 1654 4 .129 .076 .01 1655 5 .17 .076 -.047 1656 34 B2 1 -.302 .02 -.087 1657 2 .192 .02 .349 1658 3 .07 0 -.107 1659 4 -.192 -.02 .349 - 1660 5 .302 -.02 -.087 1661 34 B3 1 -.171 -.076 -.047 1662 2 -.129 -.076 .01 1663 3 -.088 -.076 .05 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 31 1075 ICompanyi RI : PSEI Sept 12,M 2019 S Designer : RMH 2:19 PM Job Number : Romtec 219-66 Checked By: A., Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec v Shearfkl Torauefk-ftl z-z Momentfk-ftl 1664 4 -.047 -.076 .072 - 1665 5 -.005 -.076 .077 1666 34 B4 1 -.203 .001 .108 1667 2 -.101 .001 .268 1668 3 0 .001 .32 1669 4 .102 .001 .267 1670 5 .204 .001 .106 1671 34 B5 1 .006 ,076 .074 1672 2 .048 .076 069 1673 3 .089 .076 .047 1674 4 .13 .076 .006 1675 5 172 .076 -.051 1676 34 B6 1 -.305 .017 -.09 1677 2 .165 .017 .349 1678 3 -.07 0 -.105 1679 4 -.191 -.018 .35 1680 5 .303 -.018 -.09 1681 34 B7 1 -.171 -.076 -.051 1682 2 -.13 -.076 .007 1683 3 -.089 -.076 .047 1684 4 -.048 -.076 .07 1685 5 -.006 -.076 .075 1686 34 B8 1 -.204 0 .106 1687 2 -.102 0 .267 - 1688 3 0 0 .32 1689 4 .101 0 .267 1690 5 .203 0 .108 1691 34 B9 1 -.276 0 -.02 1692 2 -.136 0 .321 1693 3 0 0 .434 1694, 4 .135 0 .322 1695 5 .275 0 -.018 1696 34 B10 1 -.276 0 -.02 1697 2 -,136 0 .321 1698 3 0 0 .434 1699 4 .135 0 .322 1700 5 .275 0 -.017 1701 35 B1 1 .058 .017 -.02 1702 2 .081 .017 -.042 1703 3 .103 .017 -.074 1704 4 .123 .017 -.114 1705 5 141 .017 -.163 1706 35 B2 1 -.143 -.103 -.128 1707 2 -.048 -.103 .209 1708 3 .009 0 .142 1709 4 .048 .103 .209 1710 5 .143 .103 -.127 1711, 35 B3 1 -.141 -.017 -.163 1712 2 -.123 -.017 -.114 1713 3 -.103 -.017 -,073 1714 4 -.081 -.017 -.042 1715 5 -.058 -.017 -.019 1716 35 B4 1 -.192 -.026 -.001 1717 2 -.123 -.026 .155 1718 3 -.044 -.026 .235 1719 4 .045 -.026 .226 1720 5 .145 -.026 .117 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 32 1076 I ''RISA Company : PSEI Sept 12,2019 Checked RMH 19 PM Job Number : Romtec 219-66 Checkkee d By: A NEW ISCHEK COWAN. Model Name Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec y Shear[kL Torquejk-ft] z-z Moment[k-ftl 1721 35 B5 1 -.121 .064 .101 1722 2 -.075 .064 .14 1723 3 -.028 .064 .16 1724 4 .02 .064 .16 1725 5 .069 .064 .139 1726 35 B6 1 -.333 .143 .053 1727 2 .294 .143 .372 1728 3 -.102 0 -.292 1729 4 -.33 -.143 .373 1730 5 .33 -.143 .053 1731 35 B7 1 -.069 -.064 .139 1732 2 -.02 -.064 .16 1733 3 .028 -.064 .16 1734 4 .075 -.064 .14 1735 5 .121 -.064 .101 1736 35 B8 1 -.145 .026 .117 1737 2 -.045 .026 .226 1738 3 .044 .026 .234 1739 4 .123 .026 .155 1740 5 .192 .026 -.001 1741 35 B9 1 -.137 .11 .103 1742 2 -.083 .11 .276 1743 3 .006 .11 .342 - 1744 4 .134 .11 .228 1745 5 .304 .11 -.144 1746 35 B10 1 -.137 -.111 .103 1747 2 -.083 -.111 .276 1748 3 .006 -.111 .341 1749 4 .134 -.111 .228 1750 5 .304 -.111 -.143 1751 36 B1 1 .102 -.073 -.149 1752 2 .092 -.073 -.184 1753 3 .079 -.073 -.215 1754 4 .063 -.073 -.239 1755 5 .045 -.073 -.256 1756 36 B2 1 .129 -.233 -.13 1757 2 -.318 -.233 -.056 1758 3 -.079 0 .459 1759 4 .318 .233 -.055 1760 5 -.129 .233 -.129 1761 36 B3 1 -.045 .073 -.256 1762 2 -.063 .073 -.239 1763 3 -.079 .073 -.215 1764 4 -.092 .073 -.184 1765 5 -.102 .073 -.148 1766 36 B4 1 -.111 -.053 -.157 1767 2 -.11 -.053 -.059 1768 3 -.088 -.053 .029 1769 4 -.046 -.053 .084 1770 5 .016 -.053 .081 1771 36 B5 1 -.257 .02 .095 1772 2 -.221 .02 .183 1773 3 -.184 .02 .256 _ 1774 4 -.144 .02 .313 1775 5 -.102 .02 .352 1776 36 B6 1 -.246 .263 .235 1777 2 .351 .263 .27 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 33 1077 Company : PSEI Sept 12,2019 IIIRISA Designer : RMH 2:19 PM Job Number : Romtec 219-66 Checked By: A ,,. ,,, Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec v Shearfkl Torquefk-ftl z-z Momentfk-ftl 1778 3 -.108 0 -.413 1779 4 -.387 -.263 .27 1780 5 .244 -.263 .235 1781 36 B7 1 .102 -.02 .352 1782 2 .144 -.02 .313 1783 3 .184 -.02 .257 1784 4 .221 -.02 .184 1785 5 .257 -.02 .095 _ 1786 36 B8 1 -.016 .054 .081 1787 2 .046 .054 .084 1788 3 .088 .054 .029 1789 4 .11 .054 -.06 1790 5 .111 .054 -.157 1791 36 B9 1 .108 .221 .233 1792 2 .022 .221 .108 1793 3 .013 .221 .083 1794 4 .081 .221 .009 1795 5 .227 .221 -.263 1796 36 B10 1 .108 -.222 .233 1797 2 .022 -.222 .108 1798 3 .013 -.222 .083 1799 4 .081 -.222 .009 1800 5 .227 -.222 -.263 1801 37 B1 1 .069 -.144 -.373 1802 2 .032 -.144 -.394 1803 3 -.005 -.144 -.4 1804 4 -.042 -.144 -.391 _ 1805 5 -.079 -.144 -.365 1806 37 B2 1 .131 -.36 -.156 1807 2 -.435 -.36 .162 1808 3 -.067 0 .921 1809 4 .435 .36 .162 1810 5 -.131 36 -.156 1811 37 B3 1 .079 .144 -.365 1812 2 .042 .144 -.39 1813 3 .005 .144 -.4 1814 4 -.032 .144 -.394 1815 5 -.069 .144 -.372 1816 37 , B4 1 -.054 -.161 -.365 1817 2 -.126 -.161 -.306 1818 3 -.163 -.161 -.183 1819 4 -.165 -.161 -.039 1820 5 -.134 -.161 .083 1821 37 B5 1 -.343 -.055 .173 1822 2 -.314 -.055 .292 1823 3 -.281 -.055 .399 1824 4 -.245 -.055 .49 1825 5 -.205 -.055 .565 1826 37 B6 1 -.191 .361 .439 1827 2 .348 .361 .328 1828 3 -.092 0 -.28 1829 4 -.379 -.361 .328 1830 5 .189 -.361 .439 1831 37 B7 1 .205 .055 .566 _ 1832 2 .245 .055 .49 1833 3 .281 .055 .399 1834 4 .314 .055 .293 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 34 1078 Company : PSEI Sept 12,2019 I 'I RISA Designer : RMH 2:19 PM Job Number : Romtec 219-66 Checked By: Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec y Shear[k] Torque[k-ft] z-z Moment[k-ft] 1835 5 .343 .055 .173 1836 37 B8 1 .134 .162 .083 1837 2 .165 .162 -.039 1838 3 .163 .162 -.183 1839 4 .126 .162 -.306 1840 5 .054 .162 -.365 1841 37 B9 1 .34 .282 .36 1842 2 .196 .282 -.067 1843 3 .053 .282 -.258 1844 4 -.001 .282 -.286 1845 5 .069 .282 -.361 1846 37 B10 1 .34 -.283 .36 1847 2 .196 -.283 -.067 1848 3 .053 -.283 -.258 1849 4 -.001 -.283 -.286 1850 5 .069 -.283 -.361 1851 38 B1 1 .145 .074 .036 1852 2 .171 .074 -.017 1853, 3 .195 .074 -.081 1854 4 .218 .074 -.155 1855 5 .24 .074 -.238 1856 38 B2 1 -.187 -.116 -.22 1857 2 -.054 -.116 .222 - 1858 3 -.015 0 .142 1859 4 .055 .116 .222 1860 5 .188 .116 -.22 1861, 38 B3 1 -.24 -.074 -.238 1862 2 -.218 -.074 -.155 1863 3 -.195 -.074 -.081 1864 4 -.171 -.074 -.017 1865 5 -.146 -.074 .037 1866 38 B4 1 -.204 -.026 .078 1867 2 -.128 -.026 .243 1868 3 -.044 -.026 .326 1869 4 .051 -.026 .314 1870 5 .156 -.026 .196 1871 38 B5 1 -.036 .12 .157 1872 2 .013 .12 .166 1873 3 .062 .12 .155 1874 4 .113 .12 .122 1875 5 .165 .12 .067 1876 38 B6 1 -.378 .133 -.037 1877 2 .299 .133 .385 1878 3 -.109 0 -.297 1879 4 -.337 -.133 .386 1880 5 .375 -.133 -.037 1881 38 B7 1 -.165 -.12 .068 1882 2 -.113 -.12 .122 1883 3 -.062 -.12 .155 1884 4 -.013 -.12 .167 1885 5 .036 -.12 .157 1886 38 B8 1 -.156 .026 .196 1887 2 -.051 .026 .314 1888 3 .044 .026 .326 1889 4 .128 .026 .243 1890 5 .204 .026 .078 1891 38 B9 1 -.162 .111 .116 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 35 1079 I I Company : PSEI Sept 12,2019 'RISA Designer : RMH 2:19 PM Job Number : Romtec 219-66 Checked By: ;._M, OMPANY Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec v Shearfkl Torauefk-ftl z-z Momentfk-ftl 1892 2 -.095 .111 .321 1893 3 .006 .111 .396 1894 4 .147 .111 .271 1895 5 .331 .111 -.133 1896 38 B10 1 -.162 -.111 .116 1897 2 -.096 -.111 .321 1898 3 .006 -.111 .396 1899 4 .147 -.111 .272 1900 5 .33 -.111 -.132 1901 39 B1 1 .276 .039 -.037 1902 2 .271 .039 -.134 1903 3 .264 .039 -.229 1904 4 .254 .039 -.32 1905 5 .241 .039 -.406 1906 39 B2 1 .041 -.26 -.315 1907 2 -.308 -.26 -.03 1908 3 -.066 0 .458 1909 4 .308 .259 -.03 1910 5 -.041 .259 -.315 1911 39 B3 1 -.241 -.039 -.406 1912 2 -.254 -.039 -.32 1913 3 -.264 -.039 -.229 1914 4 -.271 -.039 -.134 1915 5 -.276 -.039 -.037 1916 39 B4 1 -.134 -.054 .002 1917 2 -.121 -.054 .117 1918 3 -.088 -.054 .211 1919 4 -.035 -.054 .261 1920 5 .038 -.054 .24 1921 39 B5 1 -.088 .132 .208 1922 2 -.047 .132 .236 1923 3 -.003 .132 .247 1924 4 .043 132 .238 1925 5 .091 .132 .209 1926 39 B6 1 -.336 .241 .055 1927 2 .361 .241 .296 1928 3 -.122 0 -.422 1929 4 -.402 -.241 .297 1930 5 .333 -.241 .055 1931 39 B7 1 -.091 -.132 .209 1932 2 -.043 -.132 .238 1933 3 .003 -.132 .247 1934 4 .047 -.132 .236 1935 5 .088 -.132 .208 1936 39 B8 1 -.038 .054 .24 1937 2 .036 .054 .261 1938 3 .088 .054 .211 1939 4 .121 .054 .117 1940 5 .134 .054 .002 1941 39 B9 1 .058 .223 .26 1942 2 -.003 .223 .197 1943 3 .013 .223 .192 1944 4 .107 .223 .097 1945 5 .281 .223 -.241 _ 1946 39 B10 1 .058 -.223 .259 1947 2 -.003 -.223 .197 1948 3 .013 -.223 .192 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 36 • 1080 Company : PSEI Sept 12,2019 I 'I RISA Designer : RMH 2:19 PM Job Number : Romtec 219-66 Checked By: A NEMETSCHEK CON.TAa- Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec y Shear[k] Torauefk-ft] z-z Moment[k-ft] 1949 4 .107 -.223 .097 1950 5 .28 -.223 -.241 1951, 40 B1 1 .29 .013 -.108 1952 2 .271 .013 -.21 1953 3 .25 .013 -.303 1954 4 .226 .013 -.386 1955 5 .2 .013 -.459 1956 40 B2 1 .126 -.315 -.333 1957 2 -.415 -.315 -.067 1958 3 -.068 0 .676 1959 4 .415 .315 -.066 1960 5 -.126 .315 -.333 1961 40 B3 1 -.2 -.013 -.458 1962 2 -.227 -.013 -.386 1963 3 -.25 -.013 -.302 1964 4 -.272 -.013 -.209 1965 5 -.29 -.013 -.108 1966 40 B4 1 -.095 -.085 -.068 1967 2 -.112 -.085 .018 1968 3 -.108 -.085 .115 1969 4 -.083 -.085 .196 1970 5 -.035 -.085 .235 1971 40 B5 1 -.104 .106 .227 - 1972 2 -.073 .106 .261 1973 3 -.04 .106 .282 1974 4 -.003 .106 .289 . 1975 5 .036 .106 .279 1976 40 B6 1 -.252 .272 .122 1977 2 .323 .272 .224 1978 3 -.103 0 -.361 1979 4 -.357 -.272 .224 1980 5 .25 -.272 .122 1981 40 B7 1 -.036 -.106 .279 1982 2 .003 -.106 .289 1983 3 .039 -.106 .283 1984 4 .073 -.106 .262 1985 5 .104 -.106 .227 1986 40 B8 1 .035 .086 .235 1987 2 .083 .086 .196 1988 3 .108 .086 .115 1989 4 .112 .086 .018 1990 5 .095 .086 -.068 1991 40 B9 1 .198 .251 .315 1992 2 .066 .251 .08 1993 3 .02 .251 .014 1994 4 .061 .251 -.048 1995 5 .189 .251 -.272 1996 40 B10 1 .198 -.251 .315 1997 2 .066 -.251 .08 1998 3 .02 -.251 .014 1999 4 .061 -.251 -.048 2000 5 .189 -.251 -.272 2001 41 B1 1 -.02 .041 .042 2002 2 .009 .041 .047 2003 3 .037 .041 .04 2004 4 .066 .041 .021 2005 5 .094 .041 -.01 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 37 1081 Company : PSEI Sept 12,2019 I' MI RISA Designer : RMH 2:19 PM Job Number Romtec 219 66 Checked By: „EK COMPANY Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec v Shearfkl Torouefk-ftl z-z Momentfk-ftl 2006 41 B2 1 -.203 .022 -.036 2007 2 .148 .022 .229 2008 3 -.088 -.003 -.073 2009 4 -.145 -.004 .322 2010 5 .287 -.004 -.139 2011 41 B3 1 -.215 -.101 -.095 2012 2 -.177 -.101 -.022 2013 3 -.139 -.101 .036 2014 4 -.101 -.101 .077 2015 5 -.063 -.101 .102 2016, 41 B4 1 -.186 0 .143 2017 2 -.092 0 .29 2018 3 001 0 .338 2019 4 .095 0 .287 2020 5 .19 0 .138 2021 41 B5 1 .063 .098 .097 2022 2 .102 .098 .072 2023 3 .141 .098 .03 2024 4 .18 .098 -.028 2025 5 .218 .098 -.102 2026 41 B6 1 -.289 -.003 -.142 2027 2 .13 -.003 .306 2028 3 -.057 -.02 -.071 2029 4 -.14 -.025 .247 - 2030 5 .205 -.025 -.037 2031 41 B7 1 -.092 -.044 -.008 2032 2 -.064 -.044 .022 2033 3 -.036 -.044 .041 2034 4 -.008 -.044 .047 2035 5 .02 -.044 .042 2036 41 B8 1 -.137 -.001 .061 2037 2 -.068 -.001 .169 2038 3 0 -.001 .205 2039 4 .069 -.001 .168 2040 5 .139 -.001 .059 2041 41 B9 1 -.22 .01 -.025 2042 2 -.109 .01 .247 2043 3 -.003 .01 .339 2044 4 .103 .01 .256 2045 5 .211 .01 -.005 2046 41 B10 1 -.222 .01 0 2047 2 -.108 .01 .273 2048 3 .003 .01 .361 2049 4 .114 .01 .266 2050 5 .229 .01 -.017 2051 42 B1 1 -.055 -.027 -.025 2052 2 -.054 -.027 -.006 2053 3 -.053 -.027 .013 2054 4 -.051 -.027 .032 2055 5 -.05 -.027 .049 2056 42 B2 1 .009 .016 .054 2057 2 .023 .016 -.016 2058 3 -.079 -.006 .03 2059 4 .024 .02 .171 2060 5 .158 .02 -.152 2061 42 B3 1 -.192 -.094 -.121 2062 2 -.172 -.094 -.055 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 38 • 1082 Company : PSEI Sept 12,2019 I 'I RISA Designer : RMH 2:19 PM Job Number : Romtec 219-66 Checked By: A NEMETSCHEK COMPAN Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec y Shearjk] Toraue[k-ft] z-z Moment[k-ftl 2063 3 -.152 -.094 .003 2064 4 -.132 -.094 .053 2065 5 -.111 -.094 .094 2066 42 B4 1 -.099 0 .132 2067 2 -.049 0 .21 2068 3 .002 0 .235 2069 4 .053 0 .207 2070 5 .105 0 .124 2071 42 B5 1 .111 .087 .087 2p72 2 .133 .087 .047 2073 3 .154 .087 -.003 2074 4 .176 .087 -.062 2075 5 .197 .087 -.13 2076 42 B6 1 -.159 -.03 -.154 2077 2 .023 -.03 .138 2078 3 -.017 -.041 .029 2079 4 -.008 -.026 .018 2080 5 -.008 -.026 .055 2081 42 B7 1 .056 .02 .058 2082 2 .056 .02 .038 2083 3 .056 .02 .018 2084 4 .056 .02 -.002 2085 5 .056 .02 -.022 - 2086 42 B8 1 0 -.001 -.03 2087 2 0 -.001 -.03 2088 3 .001 -.001 -.031 2089 4 .003 -.001 -.033 2090 5 .005 -.001 -.036 2091 42 B9 1 -.057 .02 -.022 2092 2 -.031 .02 .049 2093 3 -.006 .02 .077 2094 4 .018 .02 .066 2095 5 .042 .02 .014 2096 42 B10 1 -.062 .02 .026 2097 2 -.028 .02 .102 2098 3 .006 .02 .122 2099 4 .04 .02 .085 2100 5 .077 .02 -.01 2101 43 B1 1 -.057 -.048 -.047 2102 2 -.068 -.048 -.026 2103 3 -.078 -.048 0 2104 4 -.089 -.048 .029 2105 5 -.099 -.048 .063 2106 43 B2 1 .095 .01 .079 2107 2 -.033 .01 -.115 2108 3 -.069 -.006 .062 2109 4 .045 .025 .072 2110 5 .072 .025 -.127 2111 43 B3 1 -.143 -.072 -.107 2112 2 -.135 -.072 -.057 2113 3 -.127 -.072 -.011 2114 4 -.118 -.072 .032 2115 5 -.109 -.072 .071 _ 2116 43 B4 1 -.042 0 .101 2117 2 -.02 0 .134 2118 3 .002 0 .144 2119 4 ,024 0 .131 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 39 1083 Company : PSEI Sept 12,2019 IIIRISA Designer : RMH 2:19 PM Job Number : Romtec 219-66 Checked By: Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec v Shearfkl Torouefk-ftl z-z Momentfk-ftl 2120 5 .048 0 .093 - 2121 43 B5 1 .109 .065 .066 2122. 2 .119 .065 .027 2123 3 .128 .065 -.016 2124, 4 .138 .065 -.064 2125 5 .148 .065 -.115 2126 43 B6 1 -.072 -.035 -.128 2127 2 -.033 -.035 .039 2128 3 -.007 -.041 .061 2129 4 .047 -.021 -.081 2130 5 -.094 -.021 .081 2131 43 B7 1 .105 .042 .073 2132 2 .094 .042 .036 2133 3 .082 .042 .005 2134 4 .071 .042 -.022 2135 5 .059 .042 -.044 2136 43 B8 1 .057 0 -.061 2137 2 , .029 0 -.106 2138 3 .002 0 -.122 2139 4 -.025 0 -.109 2140 5 -.052 0 -.068 2141 43 B9 1 .022 .02 -.017 2142 2 .008 .02 -.043 2143 3 -.006 .02 -.046 2144 4 -.02 .02 -.026 2145 5 -.036 .02 .019 2146 43 B10 1 .017 .02 .032 2147 2 .011 .02 .01 2148 3 .006 .02 -.002 2149 4 .002 .02 -.006 2150 5 -.002 .02 -.005 2151 44 B1 1 -.093 .012 .014 2152 2 -.056 .012 .044 2153 3 -.019 .012 .058 2154 4 .017 .012 .057 2155 5 .053 .012 .041 2156 44 B2 1 -.244 .037 .021 2157 2 .2 .037 .306 2158 3 -.115 -.005 -.094 2159 4 -.189 -.015 .43 2160, 5 .348 -.015 -.109 2161 44 B3 1 -.205 -.088 -.067 2162 2 -.158 -.088 .003 2163 3 -.111 -.088 .052 2164 4 -.063 -.088 .081 2165 , 5 -.014 -.088 .089 2166 44 B4 1 -.237 0 .125 2167 2 -.117 0 .312 2168 3 .001 0 .373 2169 4 .121 0 .309 2170 5 .241 0 .119 2171, 44 B5 1 .016 .085 .084 2172 2 .066 .085 .074 2173 3 .115 .085 .044 2174, 4 .163 .085 -.006 2175 5 .211 .085 -.078 2176 44 B6 1 -.35 .005 -.115 RISAFoundation Version 11.0.4 [1...1...1...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 40 1084 I IIRI Company PSEI Sept M2,2019 S Designer : RMH 2:19 PM Job Number : Romtec 219-66 Checked By: A NENETSCHEA COWAN Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec y Shear[kl Toraue[k-ftl z-z Moment[k-ft] 2177 2 .169 .005 .407 2178 3 .071 -.025 -.089 2179 4 -.186 -.041 .328 2180 5 .245 -.041 .018 2181 44 B7 1 -.052 -.016 .042 2182 2 -.017 -.016 .058 2183 3 .019 -.016 .059 2184 4 .055 -.016 .044 2185 5 .091 -.016 .015 2186 44 B8 1 -.178 -.001 .022 2187 2 -.089 -.001 .162 2188 3 0 -.001 .208 2189 4 .09 -.001 .161 2190 5 .181 -.001 .018 2191 44 B9 1 -.271 .012 -.042 2192 2 -.135 .012 .293 2193 3 -.004 .012 .407 2194 4 .126 .012 .305 2195 5 .26 .012 -.016 2196 44 B10 1 -.272 .014 -.01 2197 2 -.132 .014 .325 2198 3 .003 .014 .433 2199 4 .139 .014 .316 - 2200 5 .28 .014 -.03 2201 45 B1 1 -.2 -.084 -.082 2202 2 -.182 -.084 -.013 2203, 3 -.165 -.084 .049 2204 4 -.148 -.084 .104 2205 5 -.131 -.084 .151 2206 45 B2 1 -.073 .048 .166 2207 2 .126 .048 .139 2208 3 -.134 -.01 -.012 2209 4 -.104 -.003 .385 2210 5 .28 -.003 -.094 2211 45 B3 1 -.173 -.069 -.064 2212 2 -.134 -.069 -.006 2213 3 -.094 -.069 .036 2214 4 -.054 -.069 .061 2215 5 -.013 -.069 .068 2216 45 B4 1 -.201 0 .097 2217 2 -.099 0 .255 2218 3 .002 0 .306 2219 4 .105 0 .25 2220 5 .208 0 .086 2221 45 B5 1 .017 .061 .061 2222 2 .059 .061 .052 2223 3 .101 .061 .025 2224, 4 .142 .061 -.019 222 5 .183 .061 -.081 2226 45 B6 1 -.281 -.014 -.1 2227 2 .102 -.014 .34 2228 3 .047 -.051 -.006 2229 4 -.101 -.058 .18 _ 2230 5 .074 -.058 .165 2231 45 B7 1 .135 .076 .158 2232 2 .15 .076 .109 2233 3 .166 .076 .054 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 41 1085 Company : PSEI Sept 12,2019 IIIRISA Designer : RR 2;19 PM Job Number : Romtec 219-66 Checked By: Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec v Shearfkl Torouelk-ftl z-z Momentfk-ftl 2234 4 .182 .076 -.008 2235 5 .198 .076 -.077 2236 45 B8 1 -.082 -.001 -.108 2237 2 -.04 -.001 -.044 2238 3 .002 -.001 -.023 2239 4 .045 -.001 -.048 2240 5 .089 -.001 -.118 2241 45 B9 1 -.16 .025 -.058 2242 2 -.082 .025 .141 2243 3 -.008 .025 .213 2244 4 .065 .025 .164 2245 5 .139 .025 -.007 2246 45 B10 1 -.162 .027 .007 2247 2 -.077 .027 .206 2248 3 .007 .027 .265 2249 4 .092 .027 .186 2250 5 .18 .027 -.037 2251 46 B1 1 -.202 -.106 -.105 2252 2 -.196 -.106 -.034 2253 3 -.191 -.106 .035 2254, 4 -.185 -.106 .101 2255 5 -.18 -.106 .165 2256 46 B2 1 .013 .042 .192 2257 2 .07 .042 .04 2258 3 -.114 -.01 .021 2259 4 -.049 .003 .286 2260, 5 .194 .003 -.069 _ 2261 46 B3 1 -.124 -.047 -.05 2262 2 -.097 -.047 -.009 2263 3 -.069 -.047 .022 2264 4 -.04 -.047 .04 2265 5 -.011 -.047 .046 2266 46 B4 1 -.144 0 .066 2267 2 -.071 0 .179 2268 3 .002 0 .215 2269 4 076 0 .174 2270 5 .151 0 .056 2271 46 B5 1 .015 .039 .04 2272 2 .045 .039 .032 2273 3 ,075 .039 .012 2274 4 .105 .039 -.021 2275 5 .134 .039 -.066 2276 46 B6 1 -.194 -.019 -.074 2277 2 .054 -.019 .241 2278 3 .027 -.051 .026 2279 4 -.045 -.053 .082 2280 5 -.012 -.053 .191 2281 46 B7 1 .184 .098 .173 2282 2 .188 .098 .107 2283 3 .192 .098 .04 2284 4 .196 .098 -.028 2285 5 .201 .098 -.099 2286 46 , B8 1 -.025 0 -.139 2287 2 -.012 0 -.12 2288 3 .002 0 -.114 2289 4 .017 0 -.124 2290 5 .032 0 -.149 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 42 1086 Company : PSEI Sept 12,2019 I 'I RISA Designer : RMH 2:19 PM Job Number : Romtec 219-66 Checked By: A NEMETSCHEKCOWAN, Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec y Shearjk] Toraue[k-ft] z-z Moment[k-ft] 2291 46 B9 1 -.081 .025 -.052 2292 2 -.044 .025 .049 2293 3 -.008 .025 .09 2294 4 .026 .025 .072 2295 5 .061 .025 -.002 2296 46 B10 1 -.083 .027 .013 2297 2 -.038 .027 .114 2298 3 .007 .027 .142 2299 4 .053 .027 .094 2300 5 .101 .027 -.032 2301 47 B1 1 .082 -.04 -.111 2302 2 .078 -.04 -.14 2303 3 .072 -.04 -.167 2304 4 .063 -.04 -.19 2305 5 052 -.04 -.209 2306 47 B2 1 .071 -.176 -.12 2307 2 -.225 -.176 -.019 2308 3 .054 0 .329 2309 4 .225 .176 -.019 2310 5 -.071 .176 -.12 2311 47 B3 1 -.052 .04 -.209 2312 2 -.063 .04 -.19 2313 3 -.072 .04 -.167 - 2314 4 -.078 .04 -.14 2315 5 -.082 .04 -.111 2316 47 B4 1 -.137 -.05 -.107 2317 2 -.125 -.05 .011 2318 3 -.096 -.05 .11 2319 4 -.05 -.05 .17 2320 5 .014 -.05 .168 2321 47 B5 1 -.094 .084 .155 2322 2 -.059 .084 .186 2323 3 -.022 .084 .201 2324 4 .017 .084 .201 2325 5 .058 .084 .183 2326 47 B6 1 -.279 .189 .071 2327 2 .299 .189 .271 2328 3 -.099 0 -.337 2329 4 -.333 -.189 .271 2330 5 .277 -.189 .071 2331 47 B7 1 -.058 -.083 .184 2332 2 -.017 -.083 .201 2333 3 .022 -.083 .202 2334 4 .059 -.083 ,186 2335 5 .094 -.083 .155 2336 47 B8 1 -.014 .051 .168 2337 2 .05 .051 .17 2338 3 .096 .051 .11 2339 4 .125 .051 .011 2340 5 .137 .051 -.107 2341 47 B9 1 .039 .171 .176 2342 2 -.01 .171 .136 2343 3 .003 .171 .143 2344 4 .079 .171 .076 2345 5 .221 .171 -.189 2346 47 B10 1 .039 -.172 .176 2347 2 -.01 -.172 .136 RISAFoundation Version 11.0.4 [\...\...\...\..A...\...\Dsg Engr\Double Restroom.r3d] Page 43 1087 Company : PSEI Sept 12,2019 I 'U R ISA Designer : RMH 2:19 PM Job Number : Romtec 219-66 Checked By: ,,,,,, Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec v Shearfkl Torauefk-ftl z-z Momentfk-ftl 2348 3 .003 -.172 .143 2349 4 .079 -.172 .076 2350 5 .221 -.172 -.189 2351 48 B1 1 -.043 -.028 -.024 2352 2 -.049 -.028 -.009 2353 3 -.054 -.028 .009 2354 4 -.059 -.028 ,029 2355 5 -.063 -.028 .051 2356 48 B2 1 .066 .017 .056 2357 2 .105 .017 -.241 2358 3 -.326 -.054 --.016 2359 4 .042 0 .481 2360 5 .267 0 -.101 2361 48 B3 1 -.171 -.072 -.071 2362 2 -.137 -.072 -.013 2363 3 -.103 -.072 .03 2364 4 -.068 -.072 .059 2365 5 -.032 -.072 .073 2366 48 B4 1 -.179 0 .103 2367 2 -.087 0 .243 2368 3 .006 0 .286 2369 4 .1 0 .232 2370 5 .196 0 .078 2371 48 B5 1 .038 .056 .054 2372 2 .078 .056 .038 2373 3 .117 .056 .005 2374 4 .155 .056 -.044 _ 2375 5 .192 .056 -.11 2376 48 B6 1 -.271 -.038 -.117 2377, 2 .038 -.038 .387 2378 3 .133 -.085 -.011 2379 4 -.058 -.048 -.145 2380 5 -.065 -.048 .063 2381 48 B7 1 .082 .011 .078 2382 2 .074 .011 .05 2383 3 .065 .011 .025 2384 4 .057 .011 .004 2385 5 .047 .011 -.014 2386 48 B8 1 .047 -.002 -.017 2387 2 .025 -.002 -.054 2388 3 .004 -.002 -.069 2389 4 -.015 -.002 -.062 2390 5 -.033 -.002 -.037 2391 48 B9 1 -.11 .059 -.071 2392 2 -.062 .059 .067 2393 3 -.017 .059 .128 2394 4 .025 .059 .117 2395 5 .066 .059 .037 2396 48 B10 1 -.077 .061 .054 2397 2 -.031 .061 .147 2398 3 .016 .061 .164 2399 4 .065 .061 .101 2400 5 .118 .061 -.047 2401 49 B1 1 .005 .076 .077 2402 2 .047 .076 .072 2403, 3 .088 .076 .05 2404 4 .129 .076 01 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 44 1088 Company : PSEI Sept 12,2019 I ''RISA DesigPM Jobgnerumber : RMH C 19 ke Romtec 219-66 Checked By: A NEMETSCHEKCOMPAN` Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec y Shear[k] Toraue[k-ft] z-z Moment[k-ft] 2405 5 .17 .076 -.047 2406 49 B2 1 -.302 .02 -.087 2407 2 .192 .02 .349 2408 3 .07 0 -.107 2409 4 -.192 -.02 .349 2410 5 .302 -.02 -.087 2411 49 B3 1 -.171 -.076 -.047 2412 2 -.129 -.076 .01 2413 3 -.088 -.076 .05 2414 4 -.047 -.076 .072 2415 5 -.005 -.076 .077 2416 49 B4 1 -.203 .001 .108 2417 2 -.101 .001 .268 2418 3 0 .001 .32 2419 4 .102 .001 .267 2420 5 .204 .001 .106 2421 49 B5 1 .006 .076 .074 2422 2 .048 .076 .069 2423 3 .089 .076 .047 2424 4 .13 .076 .006 2425 5 .172 .076 -.051 2426 49 B6 1 -.305 .017 -.09 2427 2 .165 .017 .349 - 2428 3 -.07 0 -.105 2429 4 -.191 -.018 .35 2430 5 .303 -.018 -.09 _ 2431 49 B7 1 -.171 -.076 -.051 2432 2 -.13 -.076 .007 2433 3 -.089 -.076 .047 2434 4 -.048 -.076 .07 2435 5 -.006 -.076 .075 2436 49 88 1 -.204 0 .106 2437 2 -.102 0 .267 2438 3 0 0 .32 2439 4 .101 0 .267 2440 5 .203 0 .108 2441 49 B9 1 -.276 0 -.02 2442 2 -.136 0 .321 2443 3 0 0 .434 2444 4 .135 0 .322 2445 5 .275 0 -.018 2446 49 B10 1 -.276 0 -.02 2447 2 -.136 0 .321 2448 3 0 0 .434 2449 4 .135 0 .322 2450 5 .275 0 -.017 2451 50 B1 1 -.004 .043 .044 2452 2 .023 .043 .044 2453 3 .05 .043 .032 2454 4 .076 .043 .009 2455 5 .103 .043 -.026 2456 50 B2 1 -.188 .013 -.049 2457 2 .111 .013 .224 _ 2458, 3 .043 0 -.04 2459 4 -.111 -.013 .224 2460 5 .188 -.013 -.049 2461 50 B3 1 -.103 -.043 -.026 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 45 1089 I I Company : PSEI Sept 12,2019 I RISA Designer : RMH 2:19 PM Job Number : Romtec 219-66 Checked By: Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec v Shearfkl Torauefk-ftl z-z Momentfk-ftl 2462 2 -.076 -.043 .009 2463 3 -.05 -.043 .032 2464 4 -.023 -.043 .044 2465 5 .004 -.043 .044 2466 50 B4 1 -.132 0 .062 2467 2 -.066 0 .166 2468 3 0 0 .2 2469 4 .066 0 .166 2470 5 .133 0 .061 2471 50 B5 1 -.004 .044 .043 2472 2 .023 .044 .042 2473 3 .05 .044 .03 2474 4 .077 .044 .007 2475 5 .104 .044 -.028 2476 50 B6 1 -.19 .011 -.051 2477 2 .094 .011 .224 2478 3 -.043 0 -.038 2479 4 -.11 -.011 .225 2480 5 .189 -.011 -.051 2481 50 B7 1 -.104 -.044 -.028 2482 2 -.077 -.044 .007 2483 3 -.05 -.044 .03 2484 4 -.023 -.044 .042 2485 5 .004 -.044 .043 - 2486 50 B8 1 -.133 0 .061 2487 2 -.066 0 .166 2488 3 0 0 .2 _ 2489 4 .066 0 .166 2490 5 .132 0 .062 2491 50 B9 1 -.17 0 -.013 2492 2 -.084 0 .198 2493 3 0 0 .267 2494 4 .083 0 .199 2495 5 .17 0 -.011 2496 50 B10 1 -.17 0 -.013 2497 2 -.084 0 .198 2498 3 0 0 .267 2499 4 .083 0 .199 2500 5 .17 0 -.011 2501, 51 B1 1 -.006 .022 .022 2502 2 .009 .022 .023 2503 3 .024 .022 .018 2504 4 .039 .022 .006 2505 5 .054 .022 -.012 2506 51 B2 1 -.103 .007 -.024 2507 2 .055 .007 .125 2508 , 3 .023 0 -.007 2509 4 -.055 -.007 .125 2510 5 .103 -.007 -.024 2511 51 B3 1 -.054 -.022 -.012 2512 , 2 -.039 -.022 .006 2513 3 -.024 -.022 .018 2514 4 -.009 -.022 .023 2515 5 .006 -.022 .022 2516 51 B4 1 -.075 0 .031 2517 2 -.037 0 .09 2518 3 0 0 .109 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 46 • 1090 I : PSEI Sept 12,2019 ICompany IRISA Designer : RMH 2:19 PM Job Number : Romtec 219-66 Checked By: ANEMEBCNEK C., Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec y Shear[k] Torque[k-ft] z-z Moment[k-ft] 2519 4 .038 0 .09 2520 5 .075 0 .03 2521 51 B5 1 -.006 .022 .021 2522 2 .009 .022 .022 2523 3 .024 .022 .017 2524 4 .04 .022 .005 2525 5 .055 .022 -.013 2526 51 B6 1 -.104 .006 -.025 2527 2 .046 .006 .125 2528 3 -.023 0 -.006 2529 4 -.055 -.006 .126 2530 5 .103 -.006 -.025 2531 51 B7 1 -.055 -.022 -.013 2532 2 -.039 -.022 .005 2533 3 -.024 -.022 .017 2534 4 -.009 -.022 .022 2535 5 .006 -.022 .021 2536 51 B8 1 -.075 0 .03 2537 2 -.038 0 .09 2538 3 0 0 .109 2539 4 .037 0 .09 2540 5 .075 0 .031 2541 51 B9 1 -.092 0 -.007 - 2542 2 -.045 0 .106 2543 3 0 0 .144 2544 4 .045 0 .107 2545 5 .091 0 -.006 2546 51 B10 1 -.092 0 -.007 2547 2 -.045 0 .106 2548 3 0 0 .144 2549 4 .045 0 .107 2550 5 .091 0 -.006 2551 52 B1 1 .005 .076 .077 2552 2 .047 .076 .072 2553 3 .088 .076 .05 2554 4 .129 .076 .01 2555 5 .17 .076 -.047 2556 52 B2 1 -.302 .02 -.087 2557 2 .192 .02 .349 2558 3 .07 0 -.107 2559 4 -.192 -.02 .349 2560 5 .302 -.02 -.087 2561 52 B3 1 -.171 -.076 -.047 2562 2 -.129 -.076 .01 2563 3 -.088 -.076 .05 2564, 4 -.047 -.076 .072 2565 5 -.005 -.076 .077 2566 52 B4 1 -.203 .001 .108 2567 2 -.101 .001 .268 2568 3 0 .001 .32 2569 4 .102 .001 .267 2570 5 .204 .001 .106 2571 52 B5 1 .006 .076 .074 _ 2572 2 .048 .076 .069 2573 3 .089 .076 .047 2574 4 .13 .076 .006 2575 5 .172 .076 -.051 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 47 1091 : PSEI Sept 12,2019 IICompany 'RISA Designer : RMH 2:19 PM Job Number Romtec 219-66 Checked By: .Dh,_ Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec v Shearfkl Torauefk-ftl z-z Momentfk-ftl 2576 52 B6 1 -.305 .017 -.09 ` 2577 2 .165 .017 .349 2578 3 -.07 0 -.105 2579 4 -.191 -.018 .35 2580 5 .303 -.018 -.09 2581 52 B7 1 -.171 -.076 -.051 2582 2 -.13 -.076 .007 2583 3 -.089 -.076 .047 2584 4 -.048 -.076 .07 2585 5 -.006 -.076 .075 2586 52 B8 1 -.204 0 .106 2587 2 -.102 0 .267 2588 3 0 0 .32 2589 4 .101 0 .267 2590 5 .203 0 .108 2591 52 B9 1 -.276 0 -.02 2592 2 -.136 0 .321 2593 3 0 0 .434 2594 4 .135 0 .322 2595 5 .275 0 -.018 2596 52 B10 1 -.276 0 -.02 2597 2 -.136 0 .321 2598 3 0 0 .434 2599 4 .135 0 .322 2600 5 .275 0 -.017 2601 53 B1 1 -.004 .043 .044 2602 2 .023 .043 .044 _ 2603 3 .05 .043 .032 2604 4 .076 .043 .009 2605 5 .103 .043 -.026 2606 53 B2 1 -.188 .013 -.049 2607 2 .111 .013 .224 2608 3 .043 0 -.04 2609 4 -.111 -.013 .224 2610 5 .188 -.013 -.049 2611 53 B3 1 -.103 -.043 -.026 2612 2 -.076 -.043 .009 2613 3 -.05 -.043 .032 2614 4 -.023 -.043 .044 2615 5 .004 -.043 .044 2616 53 B4 1 -.132 0 .062 2617 2 -.066 0 .166 2618 3 0 0 .2 2619 4 .066 0 .166 2620 5 .133 0 .061 2621 53 B5 1 -.004 .044 .043 2622 2 .023 .044 .042 2623 3 .05 .044 .03 2624, 4 .077 .044 .007 2625 5 .104 .044 -.028 2626 53 B6 1 -.19 .011 -.051 2627 2 .094 .011 .224 2628 3 -.043 0 -.038 2629 4 -.11 -.011 .225 2630 5 .189 -.011 -.051 2631 53 B7 1 -.104 -.044 -.028 2632 2 -.077 -.044 .007 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 48 • 1092 Company : PSEI Sept 12,2019 I 'I RISA Designer : RMH 2:19 PM Job Number : Romtec 219-66 Checked By: A NEMETSC EK COMPAN Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec y Shear[k] Toraue[k-ft] z-z Moment[k-ft] 2633 3 -.05 -.044 .03 2634 4 -.023 -.044 .042 2635 5 .004 -.044 .043 2636 53 B8 1 -.133 0 .061 2637 2 -.066 0 .166 2638 3 0 0 .2 2639 4 .066 0 .166 2640 5 .132 0 .062 2641 53 B9 1 -.17 0 -.013 2642 2 -.084 0 .198 2643 3 0 0 .267 2644 4 .083 0 .199 2645 5 .17 0 -.011 2646 53 B10 1 -.17 0 -.013 2647 2 -.084 0 .198 2648 3 0 0 .267 2649 4 .083 0 .199 2650 5 .17 0 -.011 2651 54 B1 1 -.006 .022 .022 2652 2 .009 .022 .023 2653 3 .024 .022 .018 2654 4 .039 .022 .006 2655 5 .054 .022 -.012 - 2656 54 B2 1 -.103 .007 -.024 2657 2 .055 .007 .125 2658 3 .023 0 -.007 2659 4 -.055 -.007 .125 2660 5 .103 -.007 -.024 2661 54 B3 1 -.054 -.022 -.012 2662 2 -.039 -.022 .006 2663 3 -.024 -.022 .018 2664 4 -.009 -.022 .023 2665 5 .006 -.022 .022 2666 54 B4 1 -.075 0 .031 2667 2 -.037 0 .09 2668 3 0 0 .109 2669 4 .038 0 .09 2670 5 .075 0 .03 2671 54 B5 1 -.006 .022 .021 2672 2 .009 .022 .022 2673 3 .024 .022 .017 2674 4 .04 .022 .005 2675 5 .055 .022 -.013 2676 54 B6 1 -.104 .006 -.025 2677 2 .046 .006 .125 2678 3 -.023 0 -.006 2679 4 -.055 -.006 .126 2680 5 .103 -.006 -.025 2681 54 B7 1 -.055 -.022 -.013 2682 2 -.039 -.022 .005 2683 3 -.024 -.022 .017 2684 4 -.009 -.022 .022 2685 5 .006 -.022 .021 2686 54 B8 1 -.075 0 .03 2687 2 -.038 0 .09 2688 3 0 0 .109 2689 4 .037 0 .09 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 49 l • 1093 Company : PSEI Sept 12,2019 IIIRISA Designer : RMH 2:20 PM Job Number : Romtec 219-66 Checked By: A Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec v Shearfkl Torauefk-ftl z-z Momentfk-ftl 2690 5 .075 0 .031 2691 54 B9 1 -.092 0 -.007 2692 2 -.045 0 .106 2693 3 0 0 .144 2694 4 .045 0 .107 2695 5 .091 0 -.006 2696 54 810 1 -.092 0 -.007 2697 2 -.045 0 .106 2698 3 0 0 .144 2699 4 .045 0 .107 2700 5 .091 0 -.006 2701 55 B1 1 .005 .076 .077 2702 2 .047 .076 .072 2703 3 .088 .076 .05 2704 4 .129 .076 .01 2705 5 .17 .076 -.047 2706 55 B2 1 -.302 .02 -.087 2707 2 .192 .02 .349 2708 3 .07 0 -.107 2709 4 -.192 -.02 .349 2710 5 .302 -.02 -.087 2711 55 B3 1 -.171 -.076 -.047 2712 2 -.129 -.076 .01 2713 3 -.088 -.076 .05 2714 4 -.047 -.076 072 2715 5 -.005 -.076 .077 2716 55 B4 1 -.203 .001 .108 _ 2717 2 -.101 .001 .268 2718 3 0 .001 .32 2719 4 .102 .001 .267 2720 5 .204 .001 .106 2721 55 B5 1 .006 .076 .074 2722 2 .048 .076 .069 2723 3 .089 .076 .047 2724 4 .13 .076 .006 2725 5 .172 .076 -.051 2726 55 B6 1 -.305 .017 -.09 2727 2 .165 .017 .349 2728 3 -.07 0 -.105 2729 4 -.191 -.018 .35 2730 5 .303 -.018 -.09 2731 55 B7 1 -.171 -.076 -.051 2732 2 -.13 -.076 .007 2733 3 -.089 -.076 .047 2734 4 -.048 -.076 .07 2735 5 -.006 -.076 .075 2736 55 B8 1 -.204 0 .106 2737 2 -.102 0 .267 2738 3 0 0 .32 2739 4 .101 0 .267 2740 5 .203 0 .108 2741 55 B9 1 -.276 0 -.02 2742 2 -.136 0 .321 2743 3 0 0 .434 2744 4 .135 0 .322 2745 5 .275 0 -.018 2746 55 B10 1 -.276 0 -.02 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 50 1094 I Company : PSEI Sept 12,2019 ''R'SA Designer : RMH 2:20 PM Job Number : Romtec 219-66 Checked By: Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec y Shear[k] Toraue[k-ft] z-z Moment[k-ft] 2747 2 -.136 0 .321 2748 3 0 0 .434 2749 4 .135 0 .322 2750 5 .275 0 -.017 2751 56 B1 1 -.004 .043 .044 2752 2 .023 .043 .044 2753 3 ,05 .043 .032 2754 4 .076 .043 .009 2755 5 .103 .043 -.026 2756 56 B2 1 -.188 .013 -.049 2757 2 .111 .013 .224 2758 3 .043 0 -.04 2759 4 -.111 -.013 .224 2760 5 .188 -.013 -.049 2761 56 B3 1 -.103 -.043 -.026 2762 2 -.076 -.043 .009 2763 3 -.05 -.043 .032 2764 4 -.023 -.043 .044 2765 5 .004 -.043 .044 2766 56 B4 1 -.132 0 .062 2767 2 -.066 0 .166 2768 3 0 0 .2 2769 4 .066 0 .166 - 2770 5 .133 0 .061 2771 56 B5 1 -.004 .044 .043 2772 2 .023 .044 .042 _ 2773 3 .05 .044 .03 2774 4 .077 .044 .007 2775 5 .104 .044 -.028 2776 56 B6 1 -.19 .011 -.051 2777 2 .094 .011 .224 2778 3 -.043 0 -.038 2779 4 -.11 -.011 .225 2780 5 .189 -.011 -.051 2781 56 B7 1 -.104 -.044 -.028 2782 2 -.077 -.044 .007 2783 3 -.05 -.044 .03 2784 4 -.023 -.044 .042 2785 5 .004 -.044 .043 2786, 56 B8 1 -.133 0 .061 2787 2 -.066 0 .166 2788 3 0 0 .2 2789 4 .066 0 .166 2790 5 .132 0 .062 2791 56 B9 1 -.17 0 -.013 2792 2 -.084 0 .198 2793 3 0 0 .267 2794 4 .083 0 .199 2795 5 .17 0 -.011 2796 56 B10 1 -.17 0 -.013 2797 2 -.084 0 .198 2798 3 0 0 .267 2799, 4 .083 0 .199 2800 5 .17 0 -.011 2801 57 B1 1 -.006 .022 .022 2802 2 .009 .022 .023 2803 3 .024 .022 .018 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 51 • 1095 I Company : PSEI Sept 12,2019 I I R ISA Designer : RMH 2:20 PM Job Number : Romtec 219-66 Checked By: Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec v Shearfkl Torquefk-ftl z-z Momentfk-ftl 2804 4 .039 .022 .006 2805 5 .054 .022 -.012 2806 57 B2 1 -.103 .007 -.024 2807 2 .055 .007 .125 2808 3 .023 0 -.007 2809 4 -.055 -.007 .125 2810 5 .103 -.007 -.024 2811 57 B3 1 -.054 -.022 -,012 2812 2 -,039 -.022 .006 2813 3 -.024 -.022 .018 2814 4 -.009 -.022 .023 2815 5 .006 -.022 .022 2816 57 B4 1 -.075 0 ,031 2817 2 -.037 0 .09 2818 3 0 0 .109 2819 4 .038 0 .09 2820 5 .075 0 .03 2821 57 B5 1 -.006 .022 .021 2822 2 .009 .022 .022 2823 3 .024 .022 .017 2824 4 .04 .022 .005 2825 5 .055 .022 -.013 2826 57 B6 1 -.104 .006 -.025 2827 2 .046 .006 .125 2828 3 -.023 0 -.006 2829 4 -.055 -.006 .126 2830 5 .103 -.006 -.025 2831 57 B7 1 -.055 -.022 -.013 2832 2 -.039 -.022 .005 2833 3 -.024 -.022 .017 2834 4 -.009 -.022 .022 2835 5 .006 -.022 .021 2836 57 B8 1 -.075 0 .03 2837 2 -.038 0 .09 2838 3 0 0 .109 2839 4 .037 0 .09 2840 5 .075 0 .031 2841 57 B9 1 -.092 0 -.007 2842 2 -.045 0 .106 2843, 3 0 0 .144 2844 4 .045 0 .107 2845 5 .091 0 -.006 2846 57 B10 1 -.092 0 -.007 2847 2 -.045 0 .106 2848 3 0 0 .144 2849 4 .045 0 .107 2850 5 .091 0 -.006 2851 58 B1 1 .005 .076 .077 2852 2 .047 .076 .072 2853 3 .088 .076 .05 2854 4 .129 .076 .01 2855 5 .17 .076 -.047 2856 58 B2 1 -.302 .02 -.087 2857 2 .192 .02 .349 2858 3 .07 0 -.107 2859 4 -.192 -.02 .349 2860 5 .302 -.02 -.087 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 52 1096 : PSEI Sept 12,2019 ICompany IRISA Designer : RMH 2:20 PM Job Number : Romtec 219 66 Checked By: E�,,S ,,, Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec y Shear[k] Toroue[k-ft] z-z Moment[k-ft] 2861 58 B3 1 -.171 -.076 -.047 2862 2 -.129 -.076 .01 2863 3 -.088 -.076 .05 2864 4 -.047 -.076 .072 2865 5 -.005 -.076 .077 2866 58 B4 1 -.203 .001 .108 2867 2 -.101 .001 .268 2868 3 0 .001 .32 2869 4 .102 .001 .267 2870 5 .204 .001 .106 2871 58 B5 1 .006 .076 .074 2872 2 .048 .076 .069 2873 3 .089 076 .047 2874 4 .13 .076 .006 2875 5 .172 .076 -.051 2876 58 B6 1 -.305 .017 -.09 2877 2 .165 .017 .349 2878 3 -.07 0 -.105 2879 4 -.191 -.018 .35 2880 5 .303 -.018 -.09 2881 58 B7 1 -.171 -.076 -.051 2882 2 -.13 -.076 .007 2883 3 -.089 -.076 .047 2884 4 -.048 -.076 .07 - 2885 5 -.006 -.076 .075 2886 58 B8 1 -.204 0 .106 _ 2887 2 -.102 0 .267 2888 3 0 0 .32 2889 4 .101 0 .267 2890 5 .203 0 .108 2891 58 B9 1 -.276 0 -.02 2892 2 -.136 0 .321 2893 3 0 0 .434 2894 4 .135 0 .322 2895 5 .275 0 -.018 2896 58 B10 1 -.276 0 -.02 2897 2 -.136 0 .321 2898 3 0 0 .434 2899 4 .135 0 .322 2900 5 .275 0 -.017 2901 59 B1 1 -.004 .043 .044 2902 2 .023 .043 .044 2903 3 .05 .043 .032 2904 4 .076 .043 .009 2905 5 .103 .043 -.026 2906 59 B2 1 -.188 .013 -.049 2907 2 .111 .013 .224 2908 3 .043 0 -.04 2909 4 -.111 -.013 .224 2910 5 .188 -.013 -.049 2911 59 B3 1 -.103 -.043 -.026 2912 2 -.076 -.043 .009 2913 3 -.05 -.043 .032 2914 4 -.023 -.043 .044 2915 5 .004 -.043 .044 2916 59 B4 1 -.132 0 .062 2917 2 -.066 0 .166 RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 53 1097 I Company : PSEI Sept 12,2019 RISA Designer RMH 2:20 PM Job Number : Romtec 219-66 Checked By: A NEMETSG LK COMPANY Model Name : Romtec Double Sidewalk Restroom Beam Section Forces (Continued) LC Beam Label Sec v Shearfkl Torauefk-ftl z-z Momentfk-ftl 2918 3 0 0 .2 2919 4 .066 0 .166 2920 5 .133 0 .061 2921 59 B5 1 -.004 .044 .043 2922 2 .023 .044 .042 2923 3 .05 .044 .03 _ 2924 4 .077 .044 .007 2925 5 .104 044 -.028 2926 59 B6 1 -.19 .011 -.051 2927 2 .094 .011 .224 2928 3 -.043 0 -.038 2929 4 -.11 -.011 .225 2930 5 189 -.011 -.051 2931 59 B7 1 -.104 -.044 -.028 2932 2 -.077 -.044 .007 2933 3 -.05 -.044 .03 2934 4 -.023 -.044 .042 2935 5 .004 -.044 .043 2936 59 B8 1 -.133 0 .061 2937 2 -.066 0 .166 2938 3 0 0 .2 2939 4 .066 0 .166 2940 5 .132 0 .062 2941 59 B9 1 -.17 0 -.013 2942 2 -.084 0 .198 2943 3 0 0 .267 2944 4 .083 0 .199 2945 5 .17 0 -.011 2946 59 B10 1 -.17 0 -.013 2947 2 -.084 0 .198 2948 3 , 0 0 .267 2949 4 .083 0 .199 2950, 5 .17 0 -.011 2951 60 B1 1 -.006 .022 .022 2952 2 .009 .022 .023 2953 3 .024 .022 .018 2954 4 .039 .022 .006 2955 5 .054 .022 -.012 2956 60 B2 1 -.103 .007 -.024 2957 2 .055 .007 .125 2958 3 .023 0 -.007 2959 4 -.055 -.007 .125 2960 5 .103 -.007 -.024 2961 60 B3 1 -.054 -.022 -.012 2962 2 -.039 -.022 .006 2963 3 -.024 -.022 .018 2964 4 -.009 -.022 .023 2965 5 .006 -.022 .022 2966 60 B4 , 1 -.075 0 .031 2967 2 -.037 0 .09 2968 3 0 0 .109 2969 4 .038 0 .09 2970 5 .075 0 .03 2971 60 B5 1 -.006 .022 .021 2972 2 .009 .022 .022 ` 2973 3 .024 .022 .017 2974 4 .04 .022 .005 • RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 54 1098 I11 RISA Company : PSEI Sept 1M 2019 Designer : RRMH 2:20 PM Job Number omtec 219-66 Checked By: ANE„;. Model Name : Romtec Double Sidewalk Restroom . Beam Section Forces (Continued) . LC Beam Label Sec y Shear[k] Torque[k-ft] z-z Moment[k-ft] _ 2975 5 .055 .022 -.013 2976 60 B6 1 -.104 .006 -.025 2977 2 .046 .006 .125 2978 3 -.023 0 -.006 2979 4 -.055 -.006 .126 2980 5 .103 -.006 -.025 2981 60 B7 1 -.055 -.022 -.013 2982 2 -.039 -.022 .005 2983 3 -.024 -.022 .017 2984 4 -.009 -.022 .022 2985 5 .006 -.022 .021 2986 60 B8 1 -.075 0 .03 2987 2 -.038 0 .09 2988 3 0 0 .109 2989 4 .037 0 .09 2990 5 .075 0 .031 2991 60 B9 1 -.092 0 -.007 2992 2 -.045 0 .106 2993 3 0 0 .144 2994 4 045 0 .107 2995 5 .091 0 -.006 2996 60 B10 1 -.092 0 -.007 2997, 2 -.045 0 .106 2998 3 0 0 .144 2999 4 .045 0 .107 3000 5 .091 0 -.006 Beam Design Results (Envelope) Beam Shape UC Max...Loc[ft] LC UC Max...Loc[ft] LC Shear UC Loc[ft] LC Phi*Mnz...Phi*Mnz...Phi*Vnv[k] 1 B1 CRECT... .006 1.414 46 .02 1.414 40 .039 0 40 26.994 , 22.992 7.369 2 B2 CRECT... .049 10.141 37 .026 6.531 48 .08 10.141 37 26.994 22.992 8.269 3 B3 CRECT... .004 1.414 41 .02 0 40 .039 , 1.134 40 26.994 22.992 7.369 4 B4 CRECT... .014 1.422 44 .016 0 37 .032 0 44 26.994 22.992 7.369 5 B5 CRECT... .021 1.414 37 .006 1.414 42 .042 0 37 26.994 22.992 8.269 6 B6 CRECT... .025 14.438 37 .039 6.359 39 .106 10.141 39 26.994 22.992 7.369 7 B7 CRECT... .021 0 37 .004 1.414 46 .042 1.134 37 26,994 22.992 8.269 8 B8 CRECT... .013 1.385 38 .016 3.5 37 .028 2.807 38 26.994 22.992 7.369 9 B9 CRECT... .016 3.266 34 .016 5.5 37 .045 4.411 38 26.994 22.992 7.369 10 B10 CRECT... .016 2,234 44 .016 5.5 37 .045 4.411 38 26.994 22.992 7.369 Beam Bending Reinforcement Beam Shape Span Left Top Left Bot Mid Top Mid Bot Right Top Right Bot 1 B1 CRECT12X12 1 CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM 2 B2 CRECT12X12 1 CUSTOM CUSTOM CUSTOM , CUSTOM CUSTOM CUSTOM 3 B3 CRECT12X12 1 CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM 4 B4 CRECT12X12 1 CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM 5 B5 CRECT12X12 1 CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM 6 B6 CRECT12X12 1 CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM 7 B7 CRECT12X12 1 CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM 8 B8 CRECT12X12 1 CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM 9 B9 CRECT12X12 1 CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM 10 B10 CRECT12X12 1 CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 55 1 1099 I Company : PSEI Sept 12,2019 11 RISA Designer : RMH 2:20 PM Job Number : Romtec 219-66 Checked By: Model Name : Romtec Double Sidewalk Restroom Beam Shear Reinforcement Beam Span Region 1 Region 2 Region 3 Region 4 1 B1 1 ' 2 B2 1 3 B3 1 4 B4 1 5 B5 1 6 B6 1 7 B7 1 . 8 B8 1 9 B9 1 10 B10 1 • • RISAFoundation Version 11.0.4 [\...\...\...\...\...\...\Dsg Engr\Double Restroom.r3d] Page 56