Consider a fixed beam AB of span 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 m -1/2- M₁ (kNm) = 5 wl²; M₂ (kNm) = 96 M₁ (kNm) = — wl² ; M₂ (kNm) = 2 11 Mø (kNm) = 117 wl² ; M₂ (kNm) = 192 -w1² 96 5 192 5 11 M₁ (kNm) = 152 w²²; M₁ (kNm) = - 192 w1² w1² B

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Consider a fixed beam AB of span 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
-1/2-
5
M₁ (kNm) = 5 w³²; M₂ (kNm) = ;
96
96
M₁ (kNm) = ——wl²; M₁ (kNm) =-
M₂ (kNm) =;
M₁ (kNm) =
11
5
-wl² ; M₂ (kNm): -w1²
192
192
=11221²
5
192
-w1²
wl; M, (kNm):
11
192
-w1²
B
Transcribed Image Text:Consider a fixed beam AB of span 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 -1/2- 5 M₁ (kNm) = 5 w³²; M₂ (kNm) = ; 96 96 M₁ (kNm) = ——wl²; M₁ (kNm) =- M₂ (kNm) =; M₁ (kNm) = 11 5 -wl² ; M₂ (kNm): -w1² 192 192 =11221² 5 192 -w1² wl; M, (kNm): 11 192 -w1² B
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