Q1: A rectangular slab with clear span (16.6*10.4)m is covered with one-way ribbed slab as shown in the figure below. A (100 mm) monolithic slab carries a uniformly distributed service load of 7.9 kN/m. The surfacing load is 1.2 kN/m'.with f.=28 MPa fy= 350 MPa and Y=24 kN/m , design for flexure and check the shear in ribs. Use 616mm for flexural steel in the rib and 10mm in the flange. 14.40 m 14.40 m 200m 2 ma

Q: No.10 stirrups (A,-71.3mm2 per leg) for the following three e ss your findings. = 65KN, (b) V=…

A:

Q: Solve: A 130-mm-thick-one-way slab is reinforced with 12-mm-diameter tension bars spaced at 110 on…

A: Given data : Thickness = 130 mm Diameter of tension bars = 12 mm , Spacing = 110 Concrete cover = 20…

Q: sive force has a magnitude of 1200kN and is acting a w the centroid. The beam has a width of 450mm…

A: Given P=1200kN w=10kn/m L=12m e=150mm W=?

Q: Q2. Design the one-way slab as shown in Figure below to carry the live load 4.5kN/m². Concrete class…

A: Given data Slab Span L = 3 m Live Load LL = 4.5 kN/m2 Dead load Dl = 5 kN/m2 (assume) f'c = 25 Mpa…

Q: QI// A three span one way slab as shown in Fig. 1 is supported on 300 mm wide beams with clear…

A:

Q: A simply supported beam with span of L = 5.4 m must be designed to support a uniformly distributed…

A: Simply supported beam  Span (L) = 5.4 m Uniformly distributed total dead load (DL) = 15 kN/m…

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