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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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) = 5w1²; M₁ (kNm) = ;
96
96
M₁ (kNm) =—wl²; M₁ (kNm) =-
12
11
192
M₂ (kNm)=;
-w1²
=11221²
5
-wl; M. (kNm): -w1²
192
5
M₁ (kNm)=- wl; M, (kNm):
192
11
192
-w1²
B
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