Loading...
Specifications Z1,-5 1---2- /Ce -cex2I3 , /tii/( g t‘j 1 icep, fi/ Ap,diooi,, AG Rolin Consulting, LLC I , (11530030)6S6E3L-i9n9n6y0Lane, Boring,OR 97009 AcRouN@AOL.COM m & A STRUCTURAL DESIGN.ENGINEERINGCONSULTING i , ,,. STRUCTURAL CALCULATIONS PROJECT: Gene Deck ADDRESS: Portland, Oregon CLIENT: C.S. Design JOB NUMBER: G1603 ATTACHED PLEASE FIND CALCULATIONS, SHEETS 1 THROUGH 16, DATED JANUARY 2016,WHICH VERIFY THE STRUCTURAL ADEQUACY OF THE LATERAL LOAD ESISTI NG SYSTEM OF THE DECK EXTENSION FOR THE ABOVE REFERENCED PROJECT. DESIGN WAS BASED ON THE REQUIREMENTS OF THE 2014 OREGON STRUCTURAL SPECIALTY CODE. T u 6 C,,,,, .-*' • 4. . 4 / i / $11 22A11. „ler- , lofc On c• / 41)444 G AV-* 1.----- EXPIRES :,' .Z0 -2/-4 / AG RoliN cONSUITINg 1°c°1°8 4 &IR/CRAKE DESIGN&ENGINEERING nev4eci .100 No I DOle ,16, 49 3 1l I. At ' .5 (fig ..-, Nd 14< rr..n`.. -Ter >„,ac , ./ i.1, G'r N.e/frv 17$1. y - Irs(,to,408)rro div 1 t?i + 1.17(5.,.5), t7`) ; 3 434' nzApiA s I izi-z ‘friteP z 7, 35 r 131 $1 , 44I i ,53.4 a 562' 015 it P, ; ISS 7- 7y - 1545 sf r$ ` /315 11/3.* i' - 4 55-1, ;$5-z I7 ° it 3 ss ` It 2nd ,4I6 4 1 , O '. oto- 1i5G `1” 1r Y. L x5/a4 Get.,, �+ It le- Or - i II. -71 4 -,• i 14- • i 7 . 4 Z✓ 17 = 112/1 '+ '4 1 45 OK y1AY ,..,_., Pioiecl 6 , s .-1,.........1.)r-.. By)a CIL Ik.-6 iz . shee,No RotiN . AG CoNsuiriNq k'ccth.°° / .e.... Illit ' SIRUCEURAL DESIGN&ENGINEERING *** ' Date le i A.," Job Not 6i.f. .0 pole 51\ tt * 1 : 1 0 49) 1 OA th-L 1k vti)..14e) 544 A 13 _.........k„... - , , .. ,. ., .„ . "EAAA 14y 4,0 ta i1 Ii. ."1 r ø ; 1 ...."--- imm1,i,S.411 ,, to 'Ns/Kory 7.- Sal ti ,7 - Ze 0 V ..,v, " OK , r t e ' 4.-i L. b sl 40,...... 4pi -7 s /.i eie 4,*r* 1 1, It . writ.0 (i 5 6 /4- 4 I iv6 O. 15 ev pl. 6 r0O/No 4 Ito 0 5, - —- , 'fowl-1416 ,,.... _ ........ /4 x ,t4 p.k b, ,4 14 t. 4 1 41t-'-' ill Eli l f ' 1 0 C44 "It iC4' f t.6, c Id - t , 0 0 tt---- --- , _ ________ ..._ . ...... , , . . ........„.______......,..... ,.......,....__ ___ vtd, (/), tit Yot-i PA As s 46776 6-rki .....,, . . _ . ' _ e Y 9 Z X , 1 iN5 1 0 1 1 I 'N.. e ' , 12 ..,.„ 42 , 1 I et, 1 43 1 1 I 1: 1"--- A44 Solution:Envelope . _. Rolin Consulting 1 GENE DECK January121, 2016 ADAM ROLIN —1 1 8;52 AM G1603 1G1603 NOOE.r2d 4- Compan : Rohn Consulting Januaryy 21,2016 Designer : ADAM ROLIN 8:51 AM Job Number : G1603 GENE DECK Checked By: Global Steel Code _ –. .. i AISC 9th Eaton ASD Allowable StressIncreaseFactor ASIF 1.333 . Include Shear Deformation No.of Sections for Member Calcs 3 Redesign Sections Yes P-Deltat Analysts Tolerance 0.50% Sections Section Database Material Area SA SA I(90,270) 1(0.180) T/C ___Label _�..d__ .... ria ...__ gat E 1!� ? mac,rso (90,270)_ _�. . Onl COL HSS8X6X5 STL 7.582 1.2 1.2 43.748 68.237 L__ _FLRBM. _..,HSS12X6X5 STL 9.907 . 1 2 1,2 62.712 183.997 Joint Coordinates Joint Label X Coordinate V Coordinate Joint Temperature (F) w.._ _ .. .ro (Ft) . . ... v iFt) .. _. ...�.: �,_ �_ m 0 tL. . ..,.. X12 23 0 0 N3 39 0 0 N4 61 0 0 N5 0 15 0 N6 23 15 0 N7 39 15 0 N8 61 15 0 N9 0 24.5 0 N10 23 24.5 0 N11 39 24.5 . 0 N12 81 24.5 0 Boundary Conditions Joint Label X Translation V Translation Rotation ... �. .(Kiln) (Win) AK-ft/rad)_ NI Reaction Reaction 1 N-2-_ __ Reaction Reaction N3 Reaction Reaction N4 Reaction Reaction Member Data Section End Releases End Offsets Inactive Member Member Label I Joint J Joint Rotate Set I-End J-End I-End J-End Code Length (eco) __ . � AVM AVM 01 .._Al � _ _.�__ �(F It l N1_ N5 COL , w 1� . M2 N5 N9 _� CO p _ .. 9.5 M3 N2 Na COL .. .�� _ a� _ 15 r N6 N10 COL �� __..�. 95 M5 N3 __ N7 _CIL_. 15: „ M6 Ni N11 COL - 9 5 M7` N4 N8 COL _....0 15 M8 ._. N12 Ct}C, 9.5 TNS M9 — N5 N6 FLRBNt _ 23 M10 N6 N7 T �icLRBM 16 Mu1: . N7 ,N8._ FLRBM a �. RISA-2D Version 5.1 [C:iRISAAG1603 NODE.r2d] Page 1 - • Company Rolin Consulting January 21,2016 Designer ADAM ROLIN 8:51 AM Job Number: G1803 GENE DECK Checked By: Distributed Load Patterns Pattern Label Direction Start Magnitude End Magnitude Start Location End Location Wit,.F. ...__ _ .®_( FJ _._.�... _. TIM%)%, .,,n �__ ...__ _. (Ft or%) DL1 Y _ DL2 V 24 -24 0 "0 ,__DL3 v x-60 . . -60 0 0 � a a�LL2 Y -80 _ .._ -80 113 Y �.. -200 -2t 0 _[_._ ' Member Distributed Loads.'C,gtegtory:DL. BLC 1 :DL Member Label _ .. I Joint _ _ _J Joust _ ___ Load Pattern Label Pattern MultiplierM9 N5 N6 DLI 1 M10 N6 N7 DL2 1 • Member Distributed Loads. Category:LL BLC 3:LL Member Label I Joint __ J Joint _ Load Pattern Label Pattern Multiplier Mg N5 _ N6 a..m LL1 1 : M10 N6 Ni LL2 1 _.] Mf1 I.. ._.,� Ni ._w I m.„_ 113 Joint Loads/Enforced Displacements. Catetory:DL. BLC 1 :DL. Joint LabelM il�ad or Direction [P]splacernent (Lb L 15 rad r __ a L 928 . . N11 I Y -562 _ . i12 I Y •825 Joint Loads/Enforced Displacements. Cateaory SL, BLC 2 :SL Joint Label jL]oad or Direction tDl!placement r— - No _- ._. 1 Y T . ii b Lb-ft,•22513? 587 radj__ N10 I �, 1 -1543 N11 L Y -938 N12 L Y -1375 Joint Loads/Enforced Displacements. Category: WL. BLC 4: WIND Joint Label Woad or Direction X 598 N9 , w ._plispl acement _._ .. ___ (Lb l b ftL l ad) N10 LX _ hri-2— 698 N11 I 352 N6 L X 131 N7 I X 131 N8 L X 131 RISA-213 Version 5.1 [C:1RtSAtG1603 NC#DE.r2d1 Page 2 a ' Company : Rosin Consulting January 21,2016 Designer ADAM ROLIN 8:51 AM Job Number : G1603 GENE DECK Checked By: Basic Load Case Date SIC No. Basic Load Case Category CategorY Gravity Load Type Totals _ -- Descri on a Code Description X _Y.Y- Nodal .point Dist. 1 DL DL Dead Load -1 4 i 3 '[_, 2 _ SL SL Snow Load w__ � 4 . 3 LL LL Live Load .�.. _3_...m. 4_ WIN . WL Wind Load _ 8 Load Combinations Num _Description Env WS Pt) SRSS CO BSC Factor SLC Factor BIC Factor BIC_ Factor . I 14.4c 12-7 7 I J1 DL _< 1 _ 2 1 UBC 12-8(b) Y I 1 1 1 '1 DL 1 LL 1 SL 1 „3 „ _ UBC 12-9 f_a) „„1,,,y_ j . ,. , 1 I DLA .._...1 L.._� 1 ... . .a_. 4 1 UBC 12-9(b) 1 Y .I . I 11 DL 1 WL -1 i_ 5 1 LL UBC 12-11,fej 1Y iL I___L 1 DL. _ 1_ LL ,..76 SL .75 WL .75mm 1 6 LUBC 12-11 (0 _. ..y 1. I 1 1 DL LL .75 SL .75 WL .75 Envelope Reactions Joint Label X Force V Force Moment _(,Lt�) Lc �.(Lb. Lc .(Lb-ft) ,.. Lc �_ NI max 777A61 6 9750.363 2 0.000 1 11111111111111111IIMM min -335.803 3 2645.332 3 0.000 1 ►L max .97.874 4 10617.33 2 1111r.J MIIIINfiii I min -817.789 5 3720.912 4 0.000 1 N3 max 775.061 4 6199.74 2 0.000 1 IIr1 min -664.696 3 2628.272 3 0.000 1 N4 max 426.114 4 5876.4 1 2 0.000 1 11111111111111111111111111111111111/111111011 0.000 1 eaction ata s. IMENIIIIKKIIIIIIIIIIINI In -.424 4 I.: 4 Envelope Joint Displacements Joint Label X Translate Y Tranaiate Rotate (In) Lo 1.1n1 Lc (radians) Lc _mmN1 max 0.000 3 0.000 3 0.006 4 min 0.000 ' 60.000 2 ' -0.005. 3 N2 max 0.000 0.000 4 0.006 4 min 0.000 4 0.000 2 -0.007 3 N3 max0.000 3 ` 0.000 3 ° 0.006 ` 4 min 0.000 4 0.000 2 -0.006 3 N4 max 0.0005 0.000 4 0.005 4 min 0.000 . 4 - 0.000 2 -0.006 3 N5 max 0.797 3 -0.002 a 0.001 ; 4 min -0.779 4 -0.008 2 -0.004 6 ,__ N6 _ _._ max 0,796.. . 3.._.. -0.003 4 0.002 , 6 mm -0.779 4 -0409 2 0 3 N7 ..w max 0.796 ' 3 -0.002 ., 1 min' -0.779 4 -0.005 2 --0.001 , 5 RISA-2D Version 5.1 tC:'RtSAAG1603 NODE.r2d1 Page 3 x 7 Company : Rolin Consulting January 21,2016 Designer : ADAM ROI-IN 8:51 AM Job Number : G1603 GENE DECK Checked By: Envelope Joint Displacements, (continued) Joint Label X Translate V Translate Rotate (In) Lc (In) Lc radians) Lc N8 --Mix 0.796 3 -0.001 4 0.002 6 3 min -0.779 4 -0.005 2 -0.001 3 ' - _.N9 max 1.242 3 -0 003. 31,.003.m 4 min -1.633 4 -0.611 2 -0.005 5 N10 _max 0 .956 3 -0.003 4 0.003 6 mint -1.05 _'�4 -0.01 2 -0.002 IDE -0 ' _. N11 max 0.974 3 -0.002 30.001 IDE mitt .877 4 - -0.t r 2 _ -0.002 5 N12 .... max 0.995 3 -0.002 Fw 4 0.003 6 min. -1.095 4 -0.06 2 -0.002 3 Envelope Member Section Forces Member Label Section Axial Lc Shear Lc Moment Lc �,._ Lb _.... (Lb). � (Lb) mw._ L M1 1 max 2 335.803 3 0 1 m min 2645.332 3 -777.461 6 0 1 2 max 9556.88 2 335.803 3 5830.956 6 min 2451.83 3 -777.461 6 -2518.52 3 3_ max 9363.358 2 335.803 3 11661.91 6 min 2258.327 3 -777.461 6 -5037.04 3 [ _n M2 1 max 4385.103 2 598 3 5681.__ , 3 1798.103 -698 4 -5681 4 2 = 4262.552 2 5 • 3 2840.5 3 z MI rnirt9675.552 -598 4 -2840.5 4 MI max 4140 2 598 3 0 1 553 �}-598 0 1 ��� IVt3 - 1 17`,3,..3 $17.7$0 5 0 1 min 3720.912 . -.597.874 4 6 1 2 max 10423.82 817.789 5 4484.057 4 min 3527.409 597.874 Cal -6133.42- 5 3 max 10230.32 2 817.789 MI 8968.114 4 3333.907 - -597.874 4 -12266.84 5 I_ M4 1 rnax 2714.103 2 598 3 5681 3 1171.103 4 -598 4 -5681 �4. 2 max 2591.652 2 598 3 2840.5 3 thin 1048.552 4 -598 4 2840,5 4 3 max 2469 2 598 0 1 min 926 5 0 1 [ M5 6199.74 664.$8 96 . 01 mmiinn 2628X434.272.77 "777755..006611 -4985.__r_ 1 W' 6006.237 664.6 e 49806i5.273 367 4 32 Irma: ' min 5812.735 6, 19675.91 4 � +!18 1 41.267 -775.061 4 -9970.446 3 III 5.103 2 352 3 3344 3 807.103 -352 -3344 4 sem = 1622.552 2 352 3 1672 3 . min 684.552 3 -352 4 -1672 4 3 max 1500 2 352 3 0 1 min 562 3 -352 4 0 1 1_. M7 1 max 5876 421 2 671.17 5 01 min 1552.147 .4 -426.114 4 0 1 2 max 5682.919 2 671.17 m 5 3195.856 4 min 1358.645 4 -426.114 4 -5033.772 ;5 RISA-2D Version 5.1 [C:1RISA\G1603 NODE.r2d] Page 4 8 ' Company : Rolin Consulting January 21,2016 Designer : ADAM ROLIN 8:51 AM Job Number : 01603 GENE DECK Checked By:. Envelope Member Section Forces. (continued! Member Label Section Axial Lc Shear Lc Moment Lc (Lb) n.(Lb) _ f 3 max„ 5489.416 2 671.17 N 5_ 6391.7131 4_.m min, 1165.142 4 -426.114 4 -10667.54 6 M8 m 1070.10311 -352 4 33442445.103 2 352 3 4 2 max 2322.552 2 352 3 1672 3 _. min , 947.552 1 -352 4 -1672 4 3 ..max 2200 2 - 352 3 0 1 min 825 1 -342 4 0 1 L =n_Nip.___ m 1 max 603.646 . 5 497 .255 2 15922.66_... 6 min ' -104.049 4 ' 460.224 3 -10718.04 3 2 ......max 603.646 5 809.637 ` 4 -3229.503 min -104.049 ; 4 '-1121.963 5 -18172.79 2 3 ,max 603.646 5 -751.044 4 22397.83 5 min -104.049 4 -5963x116 2 _-3566.3834 i M10 1 max' 332.606 5 1938.278 6 16426.17, 6_ min ' -235.175 4 -270.292 3 -2991.846, 3 2 max, 332.606 , 5 ' 996.583 . 6 5497.748 2 min -235.175 4 ' -731.966 3 1017.266 3 3 max 332.606 5 488.366 4 10109.47 5 Mill -235.175 4 -121:, -4118.236 4 M11.. ._ 1 ,max 332.895 :;.1 9' 13397.06 6 : min 56.886 4 244.484 , 3 4594.515 3 2 max 332.895 935,79 4 -157017 3 min 56.886 4 -790.346 3 '-10724.46 2 3 max 332 895 2 -95.039. 4 m 12793.1 3 Amin 56.886 4 -3170.063 5 -9735.713. 4 ;Envelope Member Stresses Member Label Section Axial Shear _ Bending top Bending bot (,i(si) _Le _AKIN Lc (Ks Lc ,�(Ks Lc M1 _ 1 max 1.286 0.087, 0 i1,._ 0 �1 min 0.349 3 -0.201 ' 6 0 1 0 1 1 2 max 1.26 2 0.087. 3 1;772 3 4.102 min 0.323 * 3 -0.201-6 -4.102 6 -1.772 3 3 ,max 1.235 2 0.087 3 3.543 ; 3 9.203 .,. 6 min 0.298 3 -0.201 6 -8.203 6 -3.543 3 M2 1 max 0.578 2 0.154 3 3.996 4 3.996 3 min 0.237 1 -0.154 4 -3.996e 3 -3.: : 4 2 max 0.562 2 0.154 3 1.998 4 1. ,» 3 min 0.221 1 -0.154 4 -1.998 3 -1.998 4 3 max 0.546 2 0.154 3 0 1 0 1 min 0205 1 -0.154 4 0 1 0 1 [_ 1 M3 1 max 1.4 2 0.211 5 0 1 01 min, 0.491 4 -0.154 4 0 1 0 1 2 max 1.375 _2 I 0.211 5 4.314 _ ,..5 3.154 _ 4 min 0.465 4 I -0.154 4 -3.154 4 _ -4.314 5 3 max 1.349 . 2 0.211 5 8.629 5 6.308 4 min 0.44 _ M4 1 max � 58 4 '3.154 4 -6,308 . 4 -8.629 w 5 2 0.154 3 . 3.996 4 , 3.996 : 3 min 0.154 4 -0.154 4 -3.916 3 -3.996 4 2 max 0.342 ; 2 0.154 3 1.998 4 .1.998 3 milt 0.138 4 -0.154 4 -1.998 3 -1.998 4 3 max 0.326 2 0.154 3 0 1 0 1 min 0,122 4 -0.154 __4 0 1 0 1 RISA-2D Version 5.1 [C:\RISA\G1603 NODE.r2dJ Page 5 l • Company : Rolin Consulting January 21,2016 Designer ADAM ROLIN 8:51 AM Job Number: G1603 GENE DECK Checked By: Envelope Member Stresses. !continued) Member Label Section Axial Shear Sending top Sending bot Ksi Lc Ksi Lc Ksi Lc i Lc I M5_ 1 max 0.818 2 0.172 0 . 1 _ 0 .._ 1 mini 0.347 3 -0.2IN 0 1 0 1 2max 0,792 2 0.172 3.507 3 4.089 4 min 0,321 3 -0.2 4 -4.089 4 :3.507 3 3max 0.767 2 0.172 3 7.013 3 8.178 4 m _ m 0,296 3 -0.2 4 -8.178 4 -7.013 3 M6 1 max 0.23 2 0.091 3 2.352 4 2.352 3 min 0.106 3 -0.091 4 2.352 3 -2.352 4 2 max 0.214 2 0.091 3 1.176 4 1.176 3 MI mm 0.09 3 -0.091 4 -1.176 -1.176 MA max 0.198 2 0.091 3 0 M f 0 min 0.074 3 -0.091 4 0 1 0 1 r M7� max. 0.775 2 0.173 5 0 .1 0 1 min t. S 4 -0.11 4 0 1 0 1 max 0.75 2 9.173_ 5 3.541 5 2248 . 4 min 0.179 4 -0.11 4 -2.248 4 -3.541 5 max 0.724 2® 0.173 5 7.082__ 5 4.496 4 mm 0.154 4 -0.11 4 -4.496 4 -7.082 5 M8 1 max 0.322 2 0.091 3 2.352 4 2,352 3 min 0.141 1 -0.091 4 -2.352 3 -2.352 4 2 max 0.306 2 0.091 3 1.176 4 1.176 3 mmn 0.125 1 -0.091 4 -1.176 3 -1.176 4 3 max 0.292 0.091 3 0 1 0 1 min 0.109 1 -0.091 4 0 1 0 1 M9 _ . 1 max 0.0 5 0.856 2 4.194 3 6.231 6 _ min -9011 4 0.079 3 -6.231 6 -4.194 3 2 max 0.061 5 0.139 4 7.111 -1.264 4 min -0.011* 4 -0.193 '5 1.264 ' 4 -7.111 2 3 max 0.061 5 -0.129 4 1,396 4 8.765 5 mmn -0.011 4 -1.096 2 -8.765 6 :1.396 --4 1*-: M10 1 max 0.034 5 0.333 6 1.171 3 6.428 6 min -0.024 4 -0.047 3 -6.428 6 -1.171 3 2 max 0.034 5 0.171 6 -0.398 3 2,151 2 min -0.024 4 -0.126 3 -2.151 2 0.398 3 3 max 0.034 5 0.084 4 1.612 4 3.956 5 min -0.024 4 -0.208 5 -3.956 5 -1.612 4 1 _, M11m 1 max 70..034 2 0.6 6 1.798 3 5.242 6 mmn 0.006 4 0.041 3 -5.242 6 -1.798 3-- 2 2 max 0.034 20.161 4 4.197_ 2 -0.614 3 min 0.006 4 ----0.136 3 0.614 3 -4.197 2 3 max 0.034 e2 -0.016 4 3.81 4 5.006 3 min 9006 4 -0.545 5 -5.006 3 -3.81 4 Envelope Member AISC ASD 9th Code Checks Member Label Code Chk Loc Shear Chk Loc Fa Ft Fb ASD Eqn. Lc _{ ti _ Lc . ?. �a __KC_a _.u..s!sii . ._. __ M1 0397 15 _ . 6 0.014 0 . 6 15.909_ 21.6 23.76 H1-2 M2 0.179 0 4 0.011 0 4 18.572 21.6 23.76 H1- M3 _ 0.416 15 . 5w_ 0.015 . 0 5 15.909 21.6 23.76 H1-2 M4 0.175 0 4 19.011 0 4 18.572 ___. 21.6_M. 23.76 g H1 �_ M5 0.358 15 4 0.014 0 _ 4 5. 9 21 6. . 23.76 �.., a H1-2 M6 0.104 . 0 3 0.006 _ 0 3 18.572 21.6 23.76 H1-2 M7 0.33 15 5 , 0.012 - 0 5 15.909 21.6 23.76 H1-2 M8 0.106 0 4 0 01 0 4 18.572 _. .. 21.6 ��. 23.76 H1-2 RISA-2D Version 5.1 [C tiRISA\G1603 'NODE.r2d1 Page 6 /0 Company : Rolin Consulting January 21,2016 Designer : ADAM ROUN 851 AV' Job Number : G1603 GENE DECK Checked Sy: Envelope Member AISC ASD 9th Code Checks. Icontinuedi Member Label Code Chk Loc Shear Chk Loc Fa Ft. Fb ASD Eqn. (FA) Lc iFo Lc (Kai) (Kw) (Kai) M9— 0.372 23 5 0.071 23 2 11/12 21.6 23.76 1-11:2— M10 0.271 0 6 0.023 , 0 6 15.76 21.6 23/6 H2-1 M11 0.229 22 5 0.042 0 6 12.344 21.6 21.6 H1-2 RISA-2D Version 5.1 [C:\RISAkG1603 NODE.r2dj Page 7 I DECK CJ'L X Bearing Pressure Madrnum Bearing .227 ksi MaxlAl ble Ratio .108 AISC EQ.2 (ABIF = 1.000) 22T f (ki‘i) 16 in Plain Base Plate Connection Base Plate Stress Base Plate Thickness . .5 In Maximum Stress .396 ksi Base Plate Fy : 36. ksi Max/Allowable Ratio .015 AISC EQ.2 Bearing Surface Fp 2.1 ksi (ASIF = 1.000) Anchor Bolt Diameter : .625 in Anchor Bolt Material A307 Anchor Bolt Fu : 60.ksi .396 Column Shape : TU8X6X5 , (ksl) Code Design :AISC ASO 9th Coarse Solution Selected .019 -Anchor Bolts Bolt X (inL Z(in) Tens.(k) Vx(k) Vz(k) Ft(ksi) Fv(ksi) Unity Combination 4.5 7. .01 0. -.204 28.66 13.33 _ .05 AISC EQ.3(E) 2 -4.5 7. .01 0. -.204 26.:: 13.33 _ .05 AISC E0.3(E) 3 4.5 ' -7. .01 0. -.20426.66 13.33 .05 AISC EQ.3(E) 4 -4. ' -7. .01 0. -.204 _� 26.66 _ 13.33 _ .05 AISC EQ.3(E) Loads (_ _ _ Vz k Mx(k ft) k-ft ___ Reverse DL ___p_(1,„)..3.834ro _ _ _ No LL6.783 No YY _.. _ .�.___ �_ .818,a�� _.,..: _,.. Yes I GENE DECK . -Service Soil Bearing Maximum Bearing 1927.1 DL+LL+ YL ___A 24in Max/Allowable Ratio . (ABIF= 1.333) A 1927.1 psf a, c> D C 1876.81 psf -. ,f.S ft Flexure Design Maximum MuXX 1% 5.549 k-ft ACI 9.2(W) Maximum MuZZ 10 3.670 k ft ACI 9.1 __... A -r-----7-14-"* B X Dir. Steel: 3. 00 Int (min) -.a Z Dir.Steel: 2.333 in z (min) 04 D. . C X direction steel requires the following placement: Region 1 (starts at A): 9.000 In Steel: .0031n' it Region 2(middle): 36.00 in l: .019 int R i, J, " Region (ends at B): 9.000in Steel: .003 in a l',;El 121 " - Maximum Shear Check Ratios(Vu ISS' Vc) • Two 1.1 Way(Punching)Shear .001 ACI 9.1 One Way Shear,WIDTH cut .001 AC1 9.2(W) One Way Shear, LENGTH cut .001 ACI 9.1 Allowable Soil Bearing :1500 ps - Overturning Moment Safety Factors(O1"5 SF) Concrete Weight :145 pcf OTM SF About X-X Ails 8.010 DL+LL+WL Concrete t'c .*2.5 itsi OTM SF About Z Z Axis NA CSL+LI, Steel fy *60 ksi - Concrete Bearing(For Vertical Loads Only!) Maximum Bu l,izf' 40.76 k ACI 9.1 Allowable Bc 1632.0 k Loads ? yz(k) Mx(k-ft),,, Mz(k fl) Overburden DL '-_- 3.8 ry... _ �n._ '1 pll._..a__ � LL 6.'783 WL0818�, ,m (Reverse WL.) +p ! rill-) +Vz +Mx + +Over A D D C B A A D • AG R0E1N p 1 a ei ru g rioe.44.- BY A-lil No UI iStJETIIYC� pan �/R Date f SAN diti6_ CNsni . . aswsec Job n o15 /f/�, smuciURAL DE51CN&ENGINEERNNG oslif SivN '---- 5; r tie v Y s v i a I i i1' k Vit,,-i 'ii. , .--T I , —,--w.L-- „ I n ". 1,'1 /t1g,tib, J ��' I 1 } it" 1 I f / if I . i . .. 4 T Ili-lb/ 1/4 -r,s12Y1 114 INI '' 4 ,px & �, ,y� By 1"\-tin Sheet No AG RQIiNtae ( ! cONsuLTiN l'ec''Oit Date ii ,1 Pcnl. d Chem. 6Ravded JOb No STROCRAU.DESIGN b ENGINEERING V j Gale &41 473 1110 k 1,4,....V t Aa a 14 4,‘„, 1 ', i ss, Pratect 6 P. r;;15 CY-- A-6Iz- sheet Ne AG RQliw (�gN5Ul1iNC{ LoccaN o° ) . FWt filit 1111' cava ,,► ✓ No i fj,f/' `F STRUCTURAL DESIGN&ENGINEERt GSI 7 V Y8 • ,, L q pro K.M -->i IT: it 94 E r,...........i _ _ _ . imik ........J ....._ ....... ___ , L r..,. --df5 1 r_� . f1 Lk 4 .----.L j...50 to t 1171 A 9114 v 1 „.......... '1 \ , ! ' •,:t t .°4 - , ‘ I I 11 ! 0 I d0 4 4 0 1 = 9. g.t.z I „.?; 5.q 14- 54 .-----_ 4 _ . -1 71.004 4 (A4, 54 c.17, .........___............ ...._ 1'1' ipz,x q i -a.lis if 1 lel - - -----lvi - I ,. ___ t, 1 = iI ...„------- ___,„-,4, 27 1 14. U 4 4/I A *5-spit ...„- , I I i 1 \9 A Ifit t 0 14 .or" (ma i tik OITA--7 I ,---------44 411/5 -A / X 231 ......,...4t,jr„ ' X I . a ik Y riiii . ; Mt m • ik y 1.• i .. 11)(1( .4211* 11------w--"1---/V' 2V 41.„4/5 OP Iv' ...0 °N '4" --e) am8334"°'.41t4°63a iVan1341815 q°r 'Ill st9 iCI4 i vonoov: bN 11 n SWOD 14 it .1.,,, etoo eN tecNs .1, 4% siv 1,V 40..o„, Nflos ov 1 - ' I -- 9)„thtc 1141A4 X...-,;-1 ' 174.1tit .X-0 ti. i: 44_ tv ........_ .r`x?. ' --d' .....,, 1 ,. — tozU / , p- i . t t 1 t ---,„\\ - ,-;--. . ... t F .if f i •"'"411 ? • 76/i /I" ' ip."4 ' N5 i 1 at,---, ite-------4* . 1 . 4 i .., .' /144.S. .d-ZI ___,..../' (''" . 7.44t91)I14 elca ot4 gar ossoat 9N160410043 liSiOtS30 warionnis Nemo NI epourlswcy) ,,,,,,..c, bNp Ntios gy