QUESTION 2 A column with dimensions 305 x 165 x 41 kg/m l-section shown in Figure 2 below rest on the base plate subjected to a compressive load of 600 kN and a horizontal uniform distributed load of 4kN/m perpendicular to the column flanges. Assume all steel sections are of Grade S355JR, and the concrete Grade of 20 MPa. 2.1. Design a suitable base plate for the column, assuming that there is compressive pressure only underneath the entire base plate. 4 kN/m 600 KN 5m

QUESTION 2 A column with dimensions 305 x 165 x 41 kg/m l-section shown in Figure 2 below rest on the base plate subjected to a compressive load of 600 kN and a horizontal uniform distributed load of 4kN/m perpendicular to the column flanges. Assume all steel sections are of Grade S355JR, and the concrete Grade of 20 MPa. 2.1. Design a suitable base plate for the column, assuming that there is compressive pressure only underneath the entire base plate. 4 kN/m 600 KN 5m

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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