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41.351 kN 82.502 kN 41.351 kN 1.2M= 29.88 M= 24.9 kN/m M= 24.9 kN/m A D 2 Mp Mp 3 Mp 3.32m> 2.49m> 2.49m 4.15m 8.3m 0.83m Figure 2

41.351 kN 82.502 kN 41.351 kN 1.2M= 29.88 M= 24.9 kN/m M= 24.9 kN/m A D 2 Mp Mp 3 Mp 3.32m> 2.49m> 2.49m 4.15m 8.3m 0.83m Figure 2

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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Consider a beam ABCD to be designed for an ultimate uniformly distributed load of 24.9 kN/m and a two-point load of 41.251 kN as shown in figure 2. The beam is simply supported at A, B, C and fixed at D. Determine the required plastic moment and select a suitable I- section by using steel table. If the yield stress =250N/mm2.

41.351 kN 82.502 kN 41.351 kN 1.2M= 29.88 M= 24.9 kN/m M= 24.9 kN/m A 2 Mp Mp 3 Mp 3.32m 2.49m> 8.3m -2.49m 4.15m 0.83m Figure 2
Transcribed Image Text:41.351 kN 82.502 kN 41.351 kN 1.2M= 29.88 M= 24.9 kN/m M= 24.9 kN/m A 2 Mp Mp 3 Mp 3.32m 2.49m> 8.3m -2.49m 4.15m 0.83m Figure 2
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