For an office building slab, the following actions apply, Dead load: DL=6.25 kN/m2 Superimposed dead load: SDL=2.0 kN/m2 Imposed load: IL=2 kN/m2 Wind load: WL=3 kN/m2 Snow Load: SL=0.5kN/m2 What is the design load for ULS?
For an office building slab, the following actions apply, Dead load: DL=6.25 kN/m2 Superimposed dead load: SDL=2.0 kN/m2 Imposed load: IL=2 kN/m2 Wind load: WL=3 kN/m2 Snow Load: SL=0.5kN/m2 What is the design load for ULS?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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For an office building slab, the following actions apply,
Dead load: DL=6.25 kN/m2
Superimposed dead load: SDL=2.0 kN/m2
Imposed load: IL=2 kN/m2
Wind load: WL=3 kN/m2
Snow Load: SL=0.5kN/m2
What is the design load for ULS?
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