A W 360 x 44 of A992 steel column (Fy = 345 MPa) having a length of 4m is fixed at both ends. Compute the effective width, be, of the slender web. Compute the value of reduction factor, Q, due to slender elements in compression members. Compute the nominal compressive strength of the W-section. Properties of W 360 x 44 Ag = 5710 mm2 d = 351 mm bf = 171 mm tf = 9.78 mm tw = 6.86 mm kdes = 19.9 mm k1 = 19.1 mm rx = 146 mm ry = 37.8 mm

A W 360 x 44 of A992 steel column (Fy = 345 MPa) having a length of 4m is fixed at both ends. Compute the effective width, be, of the slender web. Compute the value of reduction factor, Q, due to slender elements in compression members. Compute the nominal compressive strength of the W-section. Properties of W 360 x 44 Ag = 5710 mm2 d = 351 mm bf = 171 mm tf = 9.78 mm tw = 6.86 mm kdes = 19.9 mm k1 = 19.1 mm rx = 146 mm ry = 37.8 mm

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.1.3P

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