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
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Chapter9: Composite Construction
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Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...
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Transcribed Image Text: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
5 m
Figure 2: Gusset Plate Connection
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