Home work #1 foundations

Home work#1 - 3 3 3 Allowable Capacity 200 100 120 0.8 0.8 0.8 Factored Resistance 480 240 288 4 Are ASD loads acceptable 220.75> 200 No 112>

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CIE338 ICC (NYS) Based Design Loads - HW1 Due 1/24/2012 Nominal Loads 1) Normal, P(kip) 2) Shear, V(kip) 3) Moment, M(ft*kip) Dead Load, d 120 50 50 Live Load, l 80 40 40 Soil Load, h 5 10 20 Fluid Load, f 2 1 2 Thermal (Restraint) Load, t 10 4 10 Snow Load, s 10 1 5 Rain Load, r 5 2 1 Live Roof Load, lr 7 3 15 Earthquake Load, e 30 15 25 Wind Load, w 35 25 30 Total 304 151 198 a) ASD Load (max load) 220.75 112 135.75 b) LRFD Load (ultimate load) 299.4 147.5 177.9 Strength 600 300 360 Factor of Safety , FS
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Unformatted text preview: 3 3 3 Allowable Capacity 200 100 120 0.8 0.8 0.8 Factored Resistance 480 240 288 4) Are ASD loads acceptable? 220.75 > 200 No 112 > 100 No 135.75 > 120 No 5) Are LRFD loads acceptable? 299.4 < 480 Yes 147.5 < 240 Yes 177.9 < 288 Yes Show why or why not for 4 and 5 Provide entries in each box. Determine all ASD and LRFD values in Mathcad Resistance Factor, φ...
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This note was uploaded on 02/22/2012 for the course MEE 332 taught by Professor Staff during the Fall '10 term at Syracuse.

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