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categoryهندسة مدنية schoolبكالوريوس event_available2026-07-14

السؤال

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We Problem #2 11.0 m 5.0 m 5.0 m Design the slab shown below as a one-way ribbed slab, knowing: WD (excluding its own weight) 15 kN/m², W₁ = 10 kN/m², the width of supporting beams is 400 mm, f'c 28 MPa, fy = 420 MPa and c.c. = 20 mm. max h=37ch 450 5.0 m T it 7.0 m Procedures

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