Q3) A beam of T - section (flange : 60 mm 10 mm, web 100...

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Q3) A beam of T - section (flange : 60 mm × 10 mm, web 100 mm × 5 mm) shown in fig. 2 is of 3 m length and simply supported at the ends. It carries a load of 4 kN at centre of span, inclined at 20° to the vertical and passing through centroid of section. If Young's Modulus E = 200 GPa. [10] Determine: i) Maximum tensile stress, ii) Maximum compressive stress iii) Maximum bending stress iv) Deflection due to the load, v) Position of neutral axis 10 mm D 60 mm C 5 mm Q3) fig. 2 B 100 mm Q3) A beam of T - section (flange : 60 mm × 10 mm, web 100 mm × 5 mm) shown in fig. 2 is of 3 m length and simply supported at the ends. It carries a load of 4 kN at centre of span, inclined at 20° to the vertical and passing through centroid of section. If Young's Modulus E = 200 GPa. [10] Determine: i) Maximum tensile stress, ii) Maximum compressive stress iii) Maximum bending stress iv) Deflection due to the load, v) Position of neutral axis 10 mm D 60 mm C 5 mm Q3) fig. 2 B 100 mm