Determine the safe load of the column section shown, if it has a yield strength of 25 MPa. E = 200000 MPa. Use NSCP Specifications. Fyz248 mpa Properties of Channel Section d = 305 mm t₂ = 72 mm ly=1.61 x 10 mm x = 17.7 mm A = 3929 mm² ty = 12.7 mm Ix=53.7 x 10mm¹ x = 117 mm Properties of W 460 x 74 A = 9450 mm² b = 190 mm tw = 9.0 mm rx = 188 mm ry = 41.9 mm d = 457 mm t = 14.5 mm Ix=333 x 10 mm ly = 16.6 x 10mm* 7.21 When the height of column is 6 m. When the height of column is 10 m. Assume K=1.0 I 457 CIVIL ENGINEERING- STEEL DESIGN

Determine the safe load of the column section shown, if it has a yield strength of 25 MPa. E = 200000 MPa. Use NSCP Specifications. Fyz248 mpa Properties of Channel Section d = 305 mm t₂ = 72 mm ly=1.61 x 10 mm x = 17.7 mm A = 3929 mm² ty = 12.7 mm Ix=53.7 x 10mm¹ x = 117 mm Properties of W 460 x 74 A = 9450 mm² b = 190 mm tw = 9.0 mm rx = 188 mm ry = 41.9 mm d = 457 mm t = 14.5 mm Ix=333 x 10 mm ly = 16.6 x 10mm* 7.21 When the height of column is 6 m. When the height of column is 10 m. Assume K=1.0 I 457 CIVIL ENGINEERING- STEEL DESIGN

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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