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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
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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Refer to NSCP 2015 Design an interior isolated wall footing that carries a uniform dead load of 15 kN/m, a uniform live load of 18.7 kN/m as transmitted by the 250 mm THK concrete wall pedestal. The footing is placed 1.5 m below the NGL. Use ysoil = 17.2 kN/m³, yconcrete = 23.6 kN/m³, fc = 27.6 MPa, and fy = 276 MPa. Use 16 mm diameter for main reinforcements. The allowable soil bearing capacity is 227 kPa. The dimensions were intended to have 3:5 ratio Determine the ultimate moment per meter length
Transcribed Image Text:Refer to NSCP 2015 Design an interior isolated wall footing that carries a uniform dead load of 15 kN/m, a uniform live load of 18.7 kN/m as transmitted by the 250 mm THK concrete wall pedestal. The footing is placed 1.5 m below the NGL. Use ysoil = 17.2 kN/m³, yconcrete = 23.6 kN/m³, fc = 27.6 MPa, and fy = 276 MPa. Use 16 mm diameter for main reinforcements. The allowable soil bearing capacity is 227 kPa. The dimensions were intended to have 3:5 ratio Determine the ultimate moment per meter length
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