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Carry out section classification and hence find the design moment capacity of the beam Use tables of IS 800 to find required stresses
| written 7.9 years ago by | modified 3.7 years ago by |
A beam ISMB 350 is laterally unsupported over an effective span of 3.6m. Carry out section classification and hence find the design moment capacity of the beam Use tables of IS 800 to find required stresses
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