Two columns 300mmx300mm and 400mmx400mm are loaded by axial and bending forces as shown. They are to be supported by a combined footing shown. Unit weight of concrete = 24 kN/m³; Unit weight of soil = 16.42 kN/m³; fc'=21 MPa, fy = 414 MPa, Concrete Cover to bar centroid = 80 mm, SBC=228 kPa. Dimensions: x = 3.90 meters thickness = 599 mm D = 1.58 meters Forces: P1DL = 279 KN P1LL = 227 KN M1DL = 57 kN-m M1LL = 23 kN-m P2DL = 498 KN P2LL = 378 KN M2DL = 67 kN-m M2LL = 57 kN-m Calculate the required area of the footing in m². Note: Present the length and width in multiples of 100 mm. Pl Pl MI MI അങ്ങൾ P2 P2. M2 M2. panana

Two columns 300mmx300mm and 400mmx400mm are loaded by axial and bending forces as shown. They are to be supported by a combined footing shown. Unit weight of concrete = 24 kN/m³; Unit weight of soil = 16.42 kN/m³; fc'=21 MPa, fy = 414 MPa, Concrete Cover to bar centroid = 80 mm, SBC=228 kPa. Dimensions: x = 3.90 meters thickness = 599 mm D = 1.58 meters Forces: P1DL = 279 KN P1LL = 227 KN M1DL = 57 kN-m M1LL = 23 kN-m P2DL = 498 KN P2LL = 378 KN M2DL = 67 kN-m M2LL = 57 kN-m Calculate the required area of the footing in m². Note: Present the length and width in multiples of 100 mm. Pl Pl MI MI അങ്ങൾ P2 P2. M2 M2. panana

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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