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Beam revaluation

Question asked by jerome onyebuchi in #Coffee Room on Nov 13, 2015
jerome onyebuchi
jerome onyebuchi · Nov 13, 2015
Member of CrazyEngineers
A beam is designed: depth=450,2Y16 com & 6Y16 ten for a specified floor load..
the iron bender did: depth=270,3Y16 com & 3Y16 ten ( with block wall already below the beam so kinda difficult increasing the beam depth)..
Please how can this be resolved to ascertain max safety? Posted in: #Coffee Room

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