With the following rectangular tied column properties,check the adequacy of the biaxial column.Column Properties:b = 1.20 mh = 0.40 m%3Dd' = 0.06 mAs = 3080 sq.mm.As' = 3080 sq.mm.%3DFactored Loads:Pu = 1500 kNMux = 300 kN:m%3DMuy = 300 kN:mf'c = 20 MPafy = 300 MPa

Column properties: b=1.20 m h=0.40 m d'=0.06 m As=3080 m2 As'=3080 m2

With the following rectangular tied column properties, check the adequacy of the biaxial column. Column Properties: b = 1.20 m %3D h = 0.40 m d' = 0.06 m %3D As = 3080 sq.mm. As' = 3080 sq.mm. Factored Loads: Pu = 1500 kN Mux = 300 kN•m %3D Muy = 300 kN-m %3D f'c = 20 MPa fy = 300 MPa %3D

With the following rectangular tied column properties, check the adequacy of the biaxial column. Column Properties: b = 1.20 m %3D h = 0.40 m d' = 0.06 m %3D As = 3080 sq.mm. As' = 3080 sq.mm. Factored Loads: Pu = 1500 kN Mux = 300 kN•m %3D Muy = 300 kN-m %3D f'c = 20 MPa fy = 300 MPa %3D

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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Braced cuts

The braced cut is a method of providing lateral support to the soil in foundation trenches, to prevent the trenches from deformation by the caving in of soil and resisting it from moving laterally. During shallow excavation in firm soil, generally, slopes are provided to resist the caving in of soil. During shallow excavation in soft soil and deep excavation, the chances of caving in of soil increase. Hence, it becomes necessary to make a provision to resist the deformation of trenches due to caving in of soil. The braced cut is the method used for such conditions. The excavation using braced cuts is a bit uneconomical as compared to the traditional open-cut excavation method but provides better safety than the cut excavation method.

Question

With the following rectangular tied column properties,
check the adequacy of the biaxial column.
Column Properties:
b = 1.20 m
h = 0.40 m
%3D
d' = 0.06 m
As = 3080 sq.mm.
As' = 3080 sq.mm.
%3D
Factored Loads:
Pu = 1500 kN
Mux = 300 kN:m
%3D
Muy = 300 kN:m
f'c = 20 MPa
fy = 300 MPa

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