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design columns C1, C2 and C3 for the slab below. The columns are subjected to total factored load of slab = 18 kN/m? and the factored self- weight of beam = 7 kN/m. The dimensions of columns are 400 × 400 mm. Given that f = 28 MPa and fy = 420 MPa.

design columns C1, C2 and C3 for the slab below. The columns are subjected to total factored load of slab = 18 kN/m? and the factored self- weight of beam = 7 kN/m. The dimensions of columns are 400 × 400 mm. Given that f = 28 MPa and fy = 420 MPa.

Structural Analysis
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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design columns C1, C2 and C3 for the slab below. The columns are subjected to total factored load of slab = 18 kN/m² and the factored self- weight of beam 7 kN/m. The dimensions of columns are 400 x 400 mm. Given that f = 28 MPa and fy = 420 MPa. 7.0 m 7.0 m 6 m C2 C1 C3 6 m
Transcribed Image Text:design columns C1, C2 and C3 for the slab below. The columns are subjected to total factored load of slab = 18 kN/m² and the factored self- weight of beam 7 kN/m. The dimensions of columns are 400 x 400 mm. Given that f = 28 MPa and fy = 420 MPa. 7.0 m 7.0 m 6 m C2 C1 C3 6 m
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