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1525 75TH ST SW CASCADE COFFEE 2025-04-23
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1525 75TH ST SW CASCADE COFFEE 2025-04-23
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Last modified
4/23/2025 10:54:20 AM
Creation date
2/14/2025 1:35:20 PM
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Address Document
Street Name
75TH ST SW
Street Number
1525
Tenant Name
CASCADE COFFEE
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:.• ECLIPSE <br /> ENGINEERING ECLIPSE-ENGINEERING .COM ' <br /> Project: Cascade Coffee Addition <br /> Project 22-10-138 MEZZANINE BASE PLATE ANALYSIS <br /> Name: J.Teems <br /> Date: 03/20/23 <br /> Base Plate Design <br /> Pinned Base Analysis <br /> Label Type L Width(W) I Depth(D) 1 Column Width(b)..1 .. F 1 L 1 Bolt Edge Dist(e) 1 DL Reaction_LLL Reaction 1 E Reaction <br /> 1 in 1 in I in 1 ksi 1 in 1 in 1 kips 1 kips 1 kips <br /> -BPI Center Post 1 12.0 12.0 <br /> I 5.0 -t- 1 -1 <br /> . 36 . 3.50 <br /> 1 <br /> L50 - <br /> 0.70 1 180 . 0.70 <br /> BP2 1 Edge Post 1 12.0 I 12.0 1 5.0 [ 36 1 4.00 L50 I 4.00 1 16.90 ! L10 <br /> BP3 i Center Post 1 12.0 I 12.0 1 5.0 I. 36 f <br /> 3.50 L50 I 1 4.00 1---16.90 t 0.70---t 1 <br /> 1 I. I 1 <br /> i 1 <br /> 1 1' <br /> 1 .1 <br /> I t <br /> 1 <br /> 1 <br /> I I 1 1 1 1 1 <br /> 1 1 1 <br /> 1 1 1 1 1 1 <br /> + 1 1 1 1 1.- I I <br /> 1 1 f 1 i f <br /> i i I i i I i <br /> i , I 1 <br /> Label 1 •1111" 1 P Plate Moment.n, i Anchor Spacing(d)I <br /> Thickness(t) I "al Bearing 1 S Plate Allowable Stress(F,) (m) Plate Stress(ts)r <br /> ! Stress(f.) 1 1 I R <br /> 1 kips 1 kips 1 in in ( ksi [ in3 ksi kin ksi 1 <br /> BPI 1 2.50 1... -0.18 9.00 <br /> I 0.63 0.02 I 0.07 27.00 0 ! <br /> 1 16 1 0.06 <br /> BP2 20.90 1.02 9.00 • 0.63 0.15 1 0.07 27.00 1 . 17.8 <br /> 0.66 <br /> BP3 -1- 20.90 I L30 9.00 0.63 0.15 i 0.07 27.00 1 : 13.7 0.51 <br /> t . <br /> I <br /> t <br /> I 1 <br /> 1 I <br /> -I. <br /> i. <br /> ------t--------1-----------1------I I , <br /> I <br /> Load Combinations: 1.)D+L 2.)(1.0+0.14SDS)D+0.7E <br /> 3.)(1.0+0.105SDS)D+0.75L+0.525E 4.)(0.6-0.14SDS)D+0.7E <br /> f.x 1,2 t 2 <br /> „.,a =max of load combinations d=W-2(e) M= S= <br /> P M <br /> =min of load combinations fa=A- Fb=0.75 x Fy lb=7 <br /> .3, ft <br /> _Ft <br /> 1772.-- 1 1--b---riliz'ft <br /> - Le . <br /> FL L <br /> D : -7 <br /> I <br /> CENTER POST EDGE POST CORNER POST <br /> ,1i .,. <br /> PH:ROM 721-57, PH'MOH 921-7/31 PH,(541,1 3094659 PH:003)3054279 <br /> •••• 30/81 <br /> ••••' •••• <br />
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