A simply supported beam of span 6 m carries a UDL of 53 kN/m as shown in figure 7. Cross section of the beam is rectangular of size 200 mm wide and 300 mm deep. (a) Compute the magnitude and location of the maximum flexural stress. (b) Compute the magnitude and location of the maximum Shear stress.

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Chapter2: Loads On Structures
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A simply supported beam of span 6 m carries a UDL of 53 kN/m as shown in figure 7. Cross section of the beam is rectangular of size 200 mm wide and 300 mm deep. (a) Compute the magnitude and location of the maximum flexural stress. (b) Compute the magnitude and location of the maximum Shear stress.

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