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Q2// A 600 × 400mm rectangular tied column shown below support an axial compressive factored load P = 3100 kN. Factored moment at top and bottom are equal and causing double curvature, Mns = 188 kN.m and M, = 165 kN.m.Find if column is safe. Use f = 27.6 MPa, fy = 414 MPa, lu = 5.3m , k(sway) %3D %3D %3D 1.32, k(nonsway) = 0.71, Q = 0.28, Ba = 0.0 for the sway loading, Ba = 0.48 for the non-sway loading. %3D %3D %3D axis of bending 60 тm 16 – 20mm 600 тm шш 001

Q2// A 600 × 400mm rectangular tied column shown below support an axial compressive factored load P = 3100 kN. Factored moment at top and bottom are equal and causing double curvature, Mns = 188 kN.m and M, = 165 kN.m.Find if column is safe. Use f = 27.6 MPa, fy = 414 MPa, lu = 5.3m , k(sway) %3D %3D %3D 1.32, k(nonsway) = 0.71, Q = 0.28, Ba = 0.0 for the sway loading, Ba = 0.48 for the non-sway loading. %3D %3D %3D axis of bending 60 тm 16 – 20mm 600 тm шш 001

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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Q2// A 600 x 400mm rectangular tied column shown below support an axial compressive factored load P, = 3100 kN. Factored moment at top and bottom are equal and causing double curvature, Mns = 188 kN.m and M, : column is safe. Use fe = 27.6 MPa, fy = 414 MPa, lu = 5.3m , k(sway) 165 kN. m.Find if %3D 1.32, k(nonsway) = 0.71, Q = 0.28, Ba = 0.0 for the sway loading, Ba = 0.48 for %3D the non-sway loading. axis of bending 60 тm 16 — 20тт + 600 тm 400 тm —
Transcribed Image Text:Q2// A 600 x 400mm rectangular tied column shown below support an axial compressive factored load P, = 3100 kN. Factored moment at top and bottom are equal and causing double curvature, Mns = 188 kN.m and M, : column is safe. Use fe = 27.6 MPa, fy = 414 MPa, lu = 5.3m , k(sway) 165 kN. m.Find if %3D 1.32, k(nonsway) = 0.71, Q = 0.28, Ba = 0.0 for the sway loading, Ba = 0.48 for %3D the non-sway loading. axis of bending 60 тm 16 — 20тт + 600 тm 400 тm —
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