A steel beam of i section is 600mm deep. Each flange is 250 mm wide and 25 mm thick. The web is 15 mm thick. The beam section is subjected to a shear force of 500 kn. Determine the shear stress distribution for the beam section
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A steel beam of I-section, 200 mm deep and 160 mm wide has 16 mm thick flanges and 10 mm thick web. The beam is subjected to a shear forces of 200 kN. Determine the shear stress in web, just at the junction. (when the web is in horizontal).
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9.32 N/mm2
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explain this problem plz
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