weif One way slabs H.W: A reinforced concrete slab is built integrally with a spandrel beam. The slab consists of two equal parts as shown in the figure. Use f = 25 MPa and f₁ = 420 MPa. Find the maximum live load can be carried by this slab. The dead load is due to • The self-weight • Tiles 2 cm • mortar 2 cm (Use density=24 kN/m³ for concrete, mortar and tiles) 012@160 A B 012@170 B A 10mm@200 mm 010@200 012@170 -5 m 5 m HW: For the simply supported reinforced concrete one way solid slab of section and detail shown below, find the maximum live load can be carried by this slab. f=27 MPa and fy = 420 MPa 10mm@200 mm 012@150 5 m

weif One way slabs H.W: A reinforced concrete slab is built integrally with a spandrel beam. The slab consists of two equal parts as shown in the figure. Use f = 25 MPa and f₁ = 420 MPa. Find the maximum live load can be carried by this slab. The dead load is due to • The self-weight • Tiles 2 cm • mortar 2 cm (Use density=24 kN/m³ for concrete, mortar and tiles) 012@160 A B 012@170 B A 10mm@200 mm 010@200 012@170 -5 m 5 m HW: For the simply supported reinforced concrete one way solid slab of section and detail shown below, find the maximum live load can be carried by this slab. f=27 MPa and fy = 420 MPa 10mm@200 mm 012@150 5 m

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter2: Soil Deposits-origin, Grain-size, And Shape

Section: Chapter Questions

Problem 2.15CTP: In concrete work, Fuller and Thompson (1907) suggested that a dense packing of grains can be...

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