4. A timber beam triangular in section of base 100 mm and altitude 200 mm carries the loading as shown. If the maximum flexural stress is 15 MPa, for what value of w will the shear be zero under P? What is the value of P? PI 3 m. 200 mm B 100 mm Answer: P = 2.22 KN,w = 0.56 KN/m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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4. A timber beam triangular in section of base 100 mm and altitude 200 mm carries the
loading as shown. If the maximum flexural stress is 15 MPa, for what value of w will the
shear be zero under P? What is the value of P?
PI.
3 m.
200 mm
100 mm
Answer: P =
2.22 KN, w = 0.56 KN/m
Transcribed Image Text:4. A timber beam triangular in section of base 100 mm and altitude 200 mm carries the loading as shown. If the maximum flexural stress is 15 MPa, for what value of w will the shear be zero under P? What is the value of P? PI. 3 m. 200 mm 100 mm Answer: P = 2.22 KN, w = 0.56 KN/m
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