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

 

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A beam of T - section (flange : 60 mm x 10 mm, web 100 mm x 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 60 mm. 10 mm D 5 mm Q3) fig. 2 ww 00t A beam of T - section (flange : 60 mm x 10 mm, web 100 mm x 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 60 mm. 10 mm D 5 mm Q3) fig. 2 ww 00t