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? PL 3 m. 200 mm 100 mm
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? PL 3 m. 200 mm 100 mm
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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F40676a22-da5c-4166-985d-f3c7fd08a139%2F1a6a0c64-9bbb-4871-9b9f-5046587623e8%2F856e7xo_processed.png&w=3840&q=75)
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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