A 3-m high cantilever retaining wall is acted on by an active force that varies uniformly from 3 KNm at the top top 54 kN/m at the base. The wall is assumed to have a foxed support at the base and flexural rigidity of the wall is constant 3kN/m H=3m Fixed 54KN/m Fig. TOS-DB-01

Structural Analysis
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Chapter2: Loads On Structures
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Refer to Fig. TOOS-DB-01
A3-m high cantilever retaining wall is acted on by an active force that varies uniformly from 3
KN/m at the top top 54 kN/m at the base. The wall is assumed to have a fixed support at the
base and flexural rigidity of the wall is constant
3kN/m
H=3m
Fixed
54KN/m
Fig. TOS-DB-01
Transcribed Image Text:Refer to Fig. TOOS-DB-01 A3-m high cantilever retaining wall is acted on by an active force that varies uniformly from 3 KN/m at the top top 54 kN/m at the base. The wall is assumed to have a fixed support at the base and flexural rigidity of the wall is constant 3kN/m H=3m Fixed 54KN/m Fig. TOS-DB-01
If the wall is simply supported at the top, what is the maximum resulting moment?
18.675
39.375
29.675
33.975
Transcribed Image Text:If the wall is simply supported at the top, what is the maximum resulting moment? 18.675 39.375 29.675 33.975
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