The Universal Beam Section 203 X 102 X 23kg shown in Fig. Q1(b) is used as...

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The Universal Beam Section 203 X 102 X 23kg shown in Fig. Q1(b) is used as cantilever over a span of 4m. The distributions of direct stress and shear stress at the support of the beam due to the external load are shown in Fig. Q1(c). Determine the largest direct stress and shear stress at the top and centre of the cross-section by using the Mohr's circle of stress. [8 marks] 101.9 5.2 T Fig. Q1(b) 203:2- Tensile 60 N/mm 60 N/mm Compressive 0.8 N/mm 15.7 N/mm 18 N/mm Fig. Q1(c) The Universal Beam Section 203 X 102 X 23kg shown in Fig. Q1(b) is used as cantilever over a span of 4m. The distributions of direct stress and shear stress at the support of the beam due to the external load are shown in Fig. Q1(c). Determine the largest direct stress and shear stress at the top and centre of the cross-section by using the Mohr's circle of stress. [8 marks] 101.9 5.2 T Fig. Q1(b) 203:2- Tensile 60 N/mm 60 N/mm Compressive 0.8 N/mm 15.7 N/mm 18 N/mm Fig. Q1(c)

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