Q3// Design a rectangular tied column of h=2b that can carry an ultimate axial compression force, Pu= 383kN and ultimate moment, M₁ = 690 kN.m. Assume h=800mm, cover=60mm and f' = 30 MPa and fy = 420 MPa. 1 Dub

Q3// Design a rectangular tied column of h=2b that can carry an ultimate axial compression force, Pu= 383kN and ultimate moment, M₁ = 690 kN.m. Assume h=800mm, cover=60mm and f' = 30 MPa and fy = 420 MPa. 1 Dub

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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Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

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Q3// Design a rectangular tied column of h=2b that can carry an ultimate axial compression force, Pu= 383kN and ultimate
moment, M₁ = 690 kN.m. Assume h=800mm, cover-60mm and f'c = 30 MPa and fy = 420 MPa.
Dub

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