لا يحتاج حاسب وزن الفنية Design of one way slab: The cross section of a continuous one-way slab in a building is shown in the Fig. below. The slabs are supported by beams. The dead load on the slabs is 6.7 kN/m² (included the self-weight); the live load is 6.2 kN/m². Calculate 1) MA,M and MB* 2) Design the slab at mid-span (for MB+) and draw a detailed section. Given: f₁ = 28 MPa and fy= 280 MPa. Use clear cover =20 mm, and steel No.13 (diameter of bar =12.7mm). MA M B CD E DD E D Spandrel beam Spandrel beam MB H + ++ H 0.3 Ln=3.35 0.3 Ln=3.35 0.3 Ln=3.35

لا يحتاج حاسب وزن الفنية Design of one way slab: The cross section of a continuous one-way slab in a building is shown in the Fig. below. The slabs are supported by beams. The dead load on the slabs is 6.7 kN/m² (included the self-weight); the live load is 6.2 kN/m². Calculate 1) MA,M and MB* 2) Design the slab at mid-span (for MB+) and draw a detailed section. Given: f₁ = 28 MPa and fy= 280 MPa. Use clear cover =20 mm, and steel No.13 (diameter of bar =12.7mm). MA M B CD E DD E D Spandrel beam Spandrel beam MB H + ++ H 0.3 Ln=3.35 0.3 Ln=3.35 0.3 Ln=3.35

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter16: Lateral Earth Pressure

Section: Chapter Questions

Problem 16.15P

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