A beam of 533 x 210 x 82 I section (Parallel flange) is built-in at each...

 

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A beam of 533 x 210 x 82 I section (Parallel flange) is built-in at each end so as to have a clear span of 6 m. it carries a uniformly distributed load of 25 kN/m on the left-hand of the beam, together with a point load of 120 kN at 4.5 m from the left end. Use Macauly's method and calculate the deflection 3.7 m from the left end. (Start from the left end). E = 200 GPa [22] A beam of 533 x 210 x 82 I section (Parallel flange) is built-in at each end so as to have a clear span of 6 m. it carries a uniformly distributed load of 25 kN/m on the left-hand of the beam, together with a point load of 120 kN at 4.5 m from the left end. Use Macauly's method and calculate the deflection 3.7 m from the left end. (Start from the left end). E = 200 GPa [22]

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To calculate the deflection at a specific point on the beam using Macaulays method we need to break ... View the full answer