8. The right-angled frame shown in the figure carries a uniformly distributed loading equivalent to 200 N for each horizontal projected meter of the frame; that is, the total load is 1000 N. Compute the maximum flexural stress at section a-a and section b-b if the cross-section is 50 mm square. 3m 4m 5m 3m 2 m B

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A: Given values Shear stress = 30kpa Shear force, V= ? Formula used -> shear stress = V*Yc*A/INA*t…

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A: Given data, b = 100 mm h = 150 mm τmax = 1.2 MPa The FBD of the beam is shown below:

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A: GIven that :- Maximum compressive stress at top = 800 kg/cm2 Maximum tensile stress at bottom = 200…

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