For the box beam shown in Fig. if the modulus of elasticity E = 200 GPa, the flexural stresses at support for point (a) is ..................... MPa * 120mm 16.2kN 16.2KkN —{ 10.2KN/m £ fj//’/ £ W @ Q| im 3m im = 30 mm thickness of walls cross section Your answer

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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For the box beam shown in Fig. if the modulus of elasticity E = 200 GPa, the flexural stresses at support for point (a) is ..................... MPa * 120mm 16.2kN 16.2KkN —{ 10.2KN/m £ fj//’/ £ W @ Q| im 3m im = 30 mm thickness of walls cross section Your answer
For the box beam shown in Fig. if the
modulus of elasticity E = 200 GPa, the
flexural stresses at support for point (a) is
MPa *
120mm
16.2KN
16.2KN
10.2kN/m
1m
3m
1m
thickness of walls = 30 mm
cross section
Your answer
120mm
60mm
Transcribed Image Text:For the box beam shown in Fig. if the modulus of elasticity E = 200 GPa, the flexural stresses at support for point (a) is MPa * 120mm 16.2KN 16.2KN 10.2kN/m 1m 3m 1m thickness of walls = 30 mm cross section Your answer 120mm 60mm
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