Design a monolithic concrete slab indicated below. The floor slab is tocarry a service live load of 2.7KPA uniformly distributed over its surface andservice deadloads of 1.1KPa for floor finish and 0.72KPa for ceiling. Use fc= 21MPA, fy = 276 MPa, Unit weight of Conc = 23.54KN/m³. Sketch thereinforcement detail.-4.5000+3.0000-4.0000--4.5000-5.2000SLAB 16.40007.00003.0000

Calculation of depth of slab Assuming it to be a continuous slab with simple supports at the end,…

Answered: Design a monolithic concrete slab…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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3. The clear spacing of the main longitudinal reinforcements in mm. A. 140.6 B. 155.3 C. 165.7 D.207.6
Given multi story building of 20 x 20m area as shown in the sketch, design the slabs according to AC 1318-19 using the direct design method, the building supposed to be used as office building. (Live load =1kN/m2) Assume that the ultimate compression strength of concrete is 25 MPa and the steel yield stress is 420 MPa, the thickness of the slab is 160 mm, check if Direct design method is applied, and check hmin for corner panel. a 2.0m 6.0m 6.0m 6.0m Section a-a Dimension of column = 400 x 400 mm Dimension of beam = 650 x 300 mm Dimension of slab = 160 mm 2.0m 6.0m 6.0m 6.0m 6.0m 6.0m 6.0m 2.0m
Subject: Reinforced Concrete Design IS 456 A rectangular beam has a width of 300mm and an effective depth of 537.50 mm to the centroid of tension steel bars. Tension reinforcement consists of 6 - 28mm dia in two rows, compression reinforcement consists of 2 – 22mm dia, fc' = 27.6MPa, fy = 414.7MPa, d' = 60mm, L = 4m, the Unit weight of concrete is 24.56kN/cu.m If the beam is simply supported carrying a uniformly distributed dead load of 10kN/m, a uniformly distributed live load of 5kN/m, the safe concentrated live load that it could carry acting at the midspan is ______kN.
A hollow concrete masonry unit has an actual gross dimension of 150mm x 200mm x 400mm (width x height x length). The net volume is 10,000,000 mm3. Calculate; the gross area compressive the net area compressive strength
You are required to design the reinforcement (both main and distribtion) for the one-way slab shown below. You then have to produce sketches (plan and section) showing your reinforcement placement. You are required also to carry out serviceability limit checks (deflection and cracking). DESIGN INFORMATION: f = 460N/mm. Diameter main bars = 10 mm. feu = 30 N/mm. Fire resistance 2 Hrs. Exposure conditions: Mild.
A half-block concrete masonry unit is subjected to compression until failure.The outside dimensions of the specimen are 190 mm X 190 mm X 190 mm.The cross section is a hollow square with a wall thickness of 38 mm. The loadis applied perpendicular to the hollow cross section and the maximum loadis 296 kN.a. Determine the gross area compressive strength.b. Determine the net area compressive strength.
Given Data: Concrete dimensions Area of steel 625 560 f = 30 MPa ЗHD25 f, = 420 MPa A, = 2457 mm² 65 %3D b = 250 Required: What is the maximum uniformly distributed live load it can support in addition to dead load?
Find the minimum theoretical width and height of a rectangular concrete section that will make the beam failure sufficiently ductile. Given: Two layers of 2-Ø25 mm bottom reinforcements fy=414 MPa f'c=35 MPa stirrup diameter=minimum required clear cover=minimum value for beam vertical clear spacing bet. Iayers=minimum value for beam height-to-width ratio=2.0 Note: Ductile failure occurs in beams when the extreme reinforcement layer is strained to 0.004 or greater.
Correct solution
Minimum of 3 decimal places in all computations. Show your solution on paper
Give the comparison of the Pre – Stressed Concrete andthat Cast in Place concrete.

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