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

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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

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