Consider a fixed beam AB of span 1 subjected to a uniformly distributed load 'w' kN/m on half of its span as shown in figure. The fixed end moment at A and B are A B C D w kN/m A m -1/2- M, (kNm)=wl²; M, (kNm) = wl² 96 5 96 M(kNm)=wl²; M, (kNm)=wl² 12 12 11 5 M¸ (kNm) = 12 wl²; M, (kNm) = 12 5 11 M (kNm)= 192 w²; M, (kNm) = 192 wl B

Consider a fixed beam AB of span 1 subjected to a uniformly distributed load 'w' kN/m on half of its span as shown in figure. The fixed end moment at A and B are A B C D w kN/m A m -1/2- M, (kNm)=wl²; M, (kNm) = wl² 96 5 96 M(kNm)=wl²; M, (kNm)=wl² 12 12 11 5 M¸ (kNm) = 12 wl²; M, (kNm) = 12 5 11 M (kNm)= 192 w²; M, (kNm) = 192 wl B

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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