Two wooden planks 50 mm x 150 mm are built-up into an upright T-section. The said built-up is to be used in the beam system below. Determine the maximum compressive and tensile bending stress of the beam system below using the given section. Also, determine the transverse shear stress of the beam system below using the given section. Furthermore, determine the transverse shear stress at the junction of flange and web. 30 kN T 20 kN/m 50 kN-m B 3 m 2 m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Two wooden planks 50 mm x 150 mm are built-up into an upright T-section. The said built-up is to be used
in the beam system below. Determine the maximum compressive and tensile bending stress of the beam
system below using the given section. Also, determine the transverse shear stress of the beam system below
using the given section. Furthermore, determine the transverse shear stress at the junction of flange and
web.
30 kN
20 kN/m
A
50 kN-m B
'C
3 m
2 m
RA
Rc
Transcribed Image Text:Two wooden planks 50 mm x 150 mm are built-up into an upright T-section. The said built-up is to be used in the beam system below. Determine the maximum compressive and tensile bending stress of the beam system below using the given section. Also, determine the transverse shear stress of the beam system below using the given section. Furthermore, determine the transverse shear stress at the junction of flange and web. 30 kN 20 kN/m A 50 kN-m B 'C 3 m 2 m RA Rc
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