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A beam of L meters span simply supported at end carries a central load W. The overall depth of beam section is 300 mm with horizontal flanges each of 200 mm x

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A beam of L meters span simply supported at end carries a central load W. The overall depth of beam section is 300 mm with horizontal flanges each of 200 mm x 20 mm and a web of 260 mm x 10 mm. If the maximum shear stress is limited to 45 N/mm2 and maximum bending stress is limited to 150 N/mm2 , then the values of centrally applied load W and span L respectively are
A beam of L meters span simply supported at end carries a central load W. The overall depth of beam section is 300 mm with horizontal flanges each of 200 mm x
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A beam of L meters span simply supported at end carries a central load W. The overall depth of beam section is 300 mm with horizontal flanges each of 200 mm x
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A beam of L meters span simply supported at end carries a central load W. The overall depth of beam section is 300 mm with horizontal flanges each of 200 mm x
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A beam of L meters span simply supported at end carries a central load W. The overall depth of beam section is 300 mm with horizontal flanges each of 200 mm x
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A beam of L meters span simply supported at end carries a central load W. The overall depth of beam section is 300 mm with horizontal flanges each of 200 mm x
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A beam of L meters span simply supported at end carries a central load W. The overall depth of beam section is 300 mm with horizontal flanges each of 200 mm x
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A beam of L meters span simply supported at end carries a central load W. The overall depth of beam section is 300 mm with horizontal flanges each of 200 mm x
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A beam of L meters span simply supported at end carries a central load W. The overall depth of beam section is 300 mm with horizontal flanges each of 200 mm x
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A beam of L meters span simply supported at end carries a central load W. The overall depth of beam section is 300 mm with horizontal flanges each of 200 mm x
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A beam of L meters span simply supported at end carries a central load W. The overall depth of beam section is 300 mm with horizontal flanges each of 200 mm x
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