Refer to NSCP 2015Design an interior isolated wall footing that carries a uniform dead load of 15 kN/m, a uniform liveload of 18.7 kN/m as transmitted by the 250 mm THK concrete wall pedestal. The footing is placed1.5 m below the NGL. Use ysoil = 17.2 kN/m³, yconcrete = 23.6 kN/m³, fc = 27.6 MPa, and fy = 276MPa. Use 16 mm diameter for main reinforcements. The allowable soil bearing capacity is 227kPa. The dimensions were intended to have 3:5 ratioDetermine the ultimate moment per meter length

Solution:Assuming 16mm ϕ bar for main reinforcementFactored load calculationPu = 1.2 x DL +1.6 x…

r to NSCP gn an interior isolated wall footing that carries a uniform dead load of 15 kN/m, a uniform live of 18.7 kN/m as transmitted by the 250 mm THK concrete wall pedestal. The footing is placed n below the NGL. Use ysoi = 17.2 kN/m³, yconerete = 23.6 kN/m³, f'c = 27.6 MPa, and f, = 276 Use 16 mm diameter for main reinforcements. The allowable soil bearing capacity is 227 The dimensions were intended to have 3:5 ratio ermine the ultimate moment per meter length

r to NSCP gn an interior isolated wall footing that carries a uniform dead load of 15 kN/m, a uniform live of 18.7 kN/m as transmitted by the 250 mm THK concrete wall pedestal. The footing is placed n below the NGL. Use ysoi = 17.2 kN/m³, yconerete = 23.6 kN/m³, f'c = 27.6 MPa, and f, = 276 Use 16 mm diameter for main reinforcements. The allowable soil bearing capacity is 227 The dimensions were intended to have 3:5 ratio ermine the ultimate moment per meter length

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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