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
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
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) = 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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