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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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