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A three-storey reinforced concrete building is being designed to withstand wind loads of 600kN, 450kN and 250kN at the roof, third floor, and second floor respectively. Shear forces, moments, and axial forces will be computed for gridlines A, B, G, H, 1, 2, 3, and 4 using the portal method. Reactions will also be determined for two beams using the moment distribution method. The first beam has four spans with varying loads. The second beam has eight spans with varying loads including uniform, trapezoidal, a

Author

Sam Olarte

Language

EN