475mm 12mm A column 9m is fixed at the base about both axes and pinned at the top about both axes. In addition, it is braced in the weak direction 4m from the base. A572 Grade 60 steel is used (Fy=420 MPa). a. Determine the design axial compressive strength of the column. Consider it as a rolled section. 575mm b. Is the column adequate to carry an ultimate axial load of 5,600kN? 18mm Note: Service Load - actual imparted loads on a structure. Ultimate Load – factored loads (take the service loads Figure 1. Properties of the Steel Section and amplify them to represent the loads we design

475mm 12mm A column 9m is fixed at the base about both axes and pinned at the top about both axes. In addition, it is braced in the weak direction 4m from the base. A572 Grade 60 steel is used (Fy=420 MPa). a. Determine the design axial compressive strength of the column. Consider it as a rolled section. 575mm b. Is the column adequate to carry an ultimate axial load of 5,600kN? 18mm Note: Service Load - actual imparted loads on a structure. Ultimate Load – factored loads (take the service loads Figure 1. Properties of the Steel Section and amplify them to represent the loads we 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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