Part 1: Calculate the design ultimate bending moment M' The cantilever beam, shown in Figure 1, carries a uniformly distributed live load Q of 3 kN/m and a uniformly distributed superimposed dead load G of 2 kN/m, in addition to its self-weight (density is 2400 kg/m³). A point load P of 10 kN is permanently applied in B (see Figure 1). The width and the total depth of the beam are 200 mm and 400 mm respectively. The beam span L is equal to 3m. Consider the appropriate load factors and combinations at Ultimate Limit State to calculate the design ultimate bending moment M".

Part 1: Calculate the design ultimate bending moment M' The cantilever beam, shown in Figure 1, carries a uniformly distributed live load Q of 3 kN/m and a uniformly distributed superimposed dead load G of 2 kN/m, in addition to its self-weight (density is 2400 kg/m³). A point load P of 10 kN is permanently applied in B (see Figure 1). The width and the total depth of the beam are 200 mm and 400 mm respectively. The beam span L is equal to 3m. Consider the appropriate load factors and combinations at Ultimate Limit State to calculate the design ultimate bending moment M".

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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