Question: Situation 3 : Given is an equilateral triangular beam having 6 0 0 m m edge dimension. Solve the maximum horizontal shear stress. Solve the

Situation 3:
Given is an equilateral triangular beam having
600mm edge dimension.
Solve the maximum horizontal shear stress.
Solve the maximum flexural stress.
P=42 kN
L1=2 m
L2=3.5 m
L3=3.5 m
Situation 3 : Given is an equilateral triangular

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