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 themodulus of elasticity E = 200 GPa, theflexural stresses at support for point (a) isMPa *120mm16.2KN16.2KN10.2kN/m1m3m1mthickness of walls = 30 mmcross sectionYour answer120mm60mm

Answered: For the box beam shown in Fig. if the…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

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

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