Unit weight of 150mm slab thickness: 23.5 kN/m3 Ceiling loads: 1.4 kPa Equipment loads: 3 kPa Beam Self Weight: 14 kN/m Live load: 7 kPa C-1 B-4 C-3 B-1 B-2 B-3 8m B-5 Assuming all beams to be simply supported, calculate the following: 3.2m 3.9m A. Value of the uniform load carried by B-1 in kN/m B. Value of the uniform load carried by B-2 in kN/m C. Total load carried by C-2 in KN
Unit weight of 150mm slab thickness: 23.5 kN/m3 Ceiling loads: 1.4 kPa Equipment loads: 3 kPa Beam Self Weight: 14 kN/m Live load: 7 kPa C-1 B-4 C-3 B-1 B-2 B-3 8m B-5 Assuming all beams to be simply supported, calculate the following: 3.2m 3.9m A. Value of the uniform load carried by B-1 in kN/m B. Value of the uniform load carried by B-2 in kN/m C. Total load carried by C-2 in KN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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