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A bar of length l,breadth b, and depth d is loaded at the centre by a load w bends by an amount of
Dear Swapan,
deflection can be calculated by using formula,
where D = maximum deflection, mm
w= weight per unit length of loaded beam, N/mm
L = beam length between supports, mm
E = modulus of elasticity (124 x 103N/mm2)
I = moment of inertia of beam section, mm
For a rectangular section of depth D and breadth B
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How did uou arrive at this formula!
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