An R.C.C beam 300 mm x 600 mm in section is reinforced with 5-25 mm dia bars effective. It is subjected to a design shear force of 200kN. Comment on its shear design. Use M20 concrete and Fe 415 steel.
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An R.C.C beam 300 mm x 600 mm in section is reinforced with 5-25 mm dia bars effective. It is subjected to a design shear force of 200kN. Comment on its shear design. Use M20 concrete and Fe 415 steel.An R.C.C beam 300 mm x 600 mm in section is reinforced with 5-25 mm dia bars effective. It is subjected to a design shear force of 200kN. Comment on its shear design. Use M20 concrete and Fe 415 steel.An R.C.C beam 300 mm x 600 mm in section is reinforced with 5-25 mm dia bars effective. It is subjected to a design shear force of 200kN. Comment on its shear design. Use M20 concrete and Fe 415 steel.
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I don't know whether if it's correct or not
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