z min Design the dimensions of a square column footing in terms of area (bx, by)...
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z min Design the dimensions of a square column footing in terms of area (bx, by) and h then find reinforcements using the following considerations: Allowable soil bearing capacity, qt-fu- 20 ton.f/m² or 200 kN/m² Material: C2/S420 ye 1.5 and ys 1.15 Pa= 1.4g+1.6q Concrete unit weight = 2.4 ton / m³ Column: 500*500 mm D.L = 45 ton (Consider the weight of the footing (foundation)). L.L = 35 ton Mx(D.L) = 18 ton.m Mx(L.L) = 15 ton.m My(D.L) = 0 ton.m My(L.L)=0 ton.m Note: Na 1.4*45+1.6*35 and Max=1.4*18+1.6*15 Ase 82 Gemas min 21 max-mexmin ()) Opnas Hesl 20₂ 6 max Punching perimeter Up = "L₂ 1.0 1.5 1.0 z min Design the dimensions of a square column footing in terms of area (bx, by) and h then find reinforcements using the following considerations: Allowable soil bearing capacity, qt-fu- 20 ton.f/m² or 200 kN/m² Material: C2/S420 ye 1.5 and ys 1.15 Pa= 1.4g+1.6q Concrete unit weight = 2.4 ton / m³ Column: 500*500 mm D.L = 45 ton (Consider the weight of the footing (foundation)). L.L = 35 ton Mx(D.L) = 18 ton.m Mx(L.L) = 15 ton.m My(D.L) = 0 ton.m My(L.L)=0 ton.m Note: Na 1.4*45+1.6*35 and Max=1.4*18+1.6*15 Ase 82 Gemas min 21 max-mexmin ()) Opnas Hesl 20₂ 6 max Punching perimeter Up = "L₂ 1.0 1.5 1.0
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Auditing and Assurance services an integrated approach
ISBN: 978-0134065823
16th edition
Authors: Alvin A. Arens, Randal J. Elder, Mark S. Beasley, Chris E. Hogan
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