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Question

A propped cantilever AB of 8 m span with flexural rigidity of 2.8×106 kNcm2 is subjected to 16 kN load at mid span. When the support B sinks by 1 cm, the bending moment (in kNm) at support A is


A
48.20
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B
15.75
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C
24.10
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D
30.25
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Solution

The correct option is C 24.10
MFAB=16×88=16kNm
MFAB=16×88=+16kNm

When support B sinks by 1 cm

Δl=1800

MBA=0

MBA=MFBA+2EIl(2θB+θA3Δl)

0=16+2×2.8×106×1048(2θB+03×1800)

θB=0.112
MBA=16+2EIl(2θA+θB3Δl)

=16+2×2.8×106×1048(00.01123×1800)

MAB=24.1kNm

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