Laserfiche WebLink
ECLIPSE <br /> • <br /> E N G I N E E R I N G ECLIPSE-ENGINEERING.COM <br /> • <br /> • <br /> Project: Cascade Coffee Addition <br /> Project#: 22-10-138 MEZZANINE SHENTU SLAB ANALYSIS <br /> • <br /> Name: J.Teems <br /> Date: 03/20/23 <br /> Shentu Slab Analysis <br /> Per IBC and ASCE 7 <br /> Slab Thickness:6 in Assumed <br /> Slab to:3000 psi Assumed <br /> Soil Bearing Pressure 1500 psf Assumed <br /> Column W!Effective Base Plate! ! Compressive I <br /> Label 1 Type Width(W) Depth(D) (b) i Width I Soil Bearing I Strength I Fact.Bearing Load ____Ks_____ Ec Allowable Point Load(Pn) <br /> in in r in 7 in t psf t in kips pci psi kips r IRR <br /> • <br /> BP1 1 Center Post 12 12 1 5 1 12 J 1500 3000 _ 4.42 31.25 3122019 107 4% <br /> BP2 I Edge Post 12 j 12 1 5 j 7 j 1500 L 3000 1 32.94_ 3125_ 3122019 107 [ 31% <br /> BP3 1. Center Post 12 I 12 1 5 1 12 1500 A 3000 32.54_ --- 31.25 3122019 107 F 30% <br /> 0 t 0 0 0 0 I 0 0 I 0 0.00 _ 0.00 0 0 I 0% <br /> 0 ; 0 0 0 o ? o o ; 0 0.00 j 0.00 0 ( 0 C 0% <br /> 0 ' 0 0 j 0 } 0 t 0 { 0 1 0 0.00 T 0.00 0 } 0 ' 0% <br /> 0 E 0 j o 0 0 o j o 1 o 0.00 0.00 4 0 + 0 } 0% <br /> 0 0 I 0 I 0 I 0 0 0 0 0.00 I 0.00 0 o 0% <br /> I. 7 f k -I i i — f i 0 t 0 I1. 0% <br /> o 0 1 0 1 0 I 0 I o ` -------0 0 0.00 I 0.00 <br /> 0 1 0 1 0 0 1 0 I 0 i 0 i 0 0.00 1 0.00 I 0 ; 0 i 0% <br /> Load Combinations: E <br /> 1.2D+1.6L+0.7 <br /> Modulus of Elasticity of Concrete(Ec)= 57,000•,/Concrete Compressive Strength(f'c) <br /> Allowable Point Load(Pn)= 1.72 Kits•Ec)*10,000+3.601+f(*d2 <br /> El= ./(Plate Width*Plate Length)/2 <br /> • <br /> MISSOULA MT WHO WISH M1 SPOK ANE.WA BEND.OR PORT ANC.OS <br /> PIE(noeln21-5733 PH:(4051552-1402 PH:Me)021-T731 PH:(54)3f} a PH:t 396'12N 31/81 <br /> 0 <br />