The column shown below carries a factored load Pu = 1000 kN, Mu = 224 kN. The frame is braced against sidesway, k = 1.0. Determine the adequacy of column. Use Cm = 1.0, ßd = 0.20 f'c = 21 MPa, fy = 276 MPa. %3D %3D %3! %3D

The column shown below carries a factored load Pu = 1000 kN, Mu = 224 kN. The frame is braced against sidesway, k = 1.0. Determine the adequacy of column. Use Cm = 1.0, ßd = 0.20 f'c = 21 MPa, fy = 276 MPa. %3D %3D %3! %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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Material Properties

Construction in civil engineering demands high strength, durability, and longevity. These targets can be achieved by better design and analysis, along with the correct choice of materials. Different materials have different properties and hence, they respond and performs differently under the various condition of external loadings. It is therefore a critical task of an engineer to select the right material based on the property that the material is supposed to function in real-time. When speaking about the property, there are different categories of material properties like chemical property, physical property, mechanical property, electrical property, magnetic property, thermal property, etc. These material properties form the basis of material selection in various applications.

Question

4. The column shown below carries a factored load Pu = 1000 kN, Mu = 224 kN. The frame is braced
against sidesway, k = 1.0. Determine the adequacy of column. Use Cm 1.0, Bd 0.20
f'c = 21 MPa, fy = 276 MPa.
en
Pu
Mu
450
Pn
3.5m
Lu
mm
8 - 6 28mm
OMu
75 150 150 75
Pu
450

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