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 16.2KkN —{ 10.2KN/m £ fj//’/ £ W @ Q| im 3m im = 30 mm thickness of walls cross section Your answer
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F9195e581-1165-439b-be42-411b1dc18288%2Fdde74c72-1872-472b-91b9-16be39d7bb92%2Fq0g8lq6_processed.jpeg&w=3840&q=75)
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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