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categoryهندسة مدنية schoolبكالوريوس event_available2026-07-13

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Design a square, tied, short column to support an axial load Pu=630 t in additional to bi-axial moments Mux = 55 t.m and Muy = 25 t.m. Use: fc' = 35 MPa Fy = 420 MPa 35 longitudinal bars distributed along all faces 14 ties Check your final design using exact statics and the Bresler formula.

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