8. Which is wrong about the failure pattern for wall beams without openings and openings in the span? A. Bending failure B. Shear failure C. Local pressure failure D. Punching shear damage

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Question 14
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For the case shown below if intensity of udl w 25 kN/m, X-3 m, Y-2 m&L-7m.
The moment at A (M) is equal to
kNm
.*.*******..
w kN/m
AX
O a 1137.50
O b. 875.00
O c 50.00
O d.612.50
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Transcribed Image Text:Question 14 Markend of1.00 g tioe For the case shown below if intensity of udl w 25 kN/m, X-3 m, Y-2 m&L-7m. The moment at A (M) is equal to kNm .*.*******.. w kN/m AX O a 1137.50 O b. 875.00 O c 50.00 O d.612.50 Flag question Question 15 Not yet wered Marked out of1.00
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