6 mm A 150 mm IC 6 mm B (2) 100 mm- (a) 10 kN q= 3.2 kN/m A B 3 m +1m (b)

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A: P=10kN d=10mm E=20GPa u=0.3

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A: ΣMA=0⇒ RD×8.5=16×4×42+12×4.65×10×5.35+2×4.653 or,  RD=38.172 kN Now,  ΣFy=0⇒ RA=16×4+12×4.65×10-38.1...

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Q: Design a 1 way slab to carry a live load of 4.8 KPa on a simple span of 4.50 m. Use f'c = 20.70 MPa,...

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