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how do we caliculate the self weight of the beam?

L=10m,size of the beam 300 * 500 mm


sol : volume of the slab = 10*0.3*0.5 = 1.5cubic meter

self weight of the RCC  = 2500 KG/M3

Weight of the slab = 2500 * 1.5 = 3750 kg = 3.5 tones




 

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