K Situation. The one way slab has a thickness of 200 mm. It is reinforced with 25 mm ø bars with 150 mm spacing on center. The span of slab is 3.6 m with aclear cover of 20 mm. Use fc'= 21 MPa, fy= 276 MPa.Compute the depth of compression blockA59.53 mmB50.60 mm55.30 mmD65.06 mmCompute the ultimate flexural strength (kN-m) of the slab.A119.96B115.60113.70109.72 Compute the service live load in kPa that the slab can carry, assuming that the dead load is only the weight of the slab. Use 1.2DL+1.6LL load combination.A41.00B42.6840.27D38.73

A one-way slab is one in which the larger span to the shorter span ratio is more than two. In other…

Situation. The one way slab has a thickness of 200 mm. It is reinforced with 25 mm o bars with 150 mm spacing on center. The span of slab is 3.6 m with a clear cover of 20 mm. Use fe'= 21 MPa, fy= 276 MPa. Compute the depth of compression block 59.53 mm 50.60 mm 55.30 mm D 65.06 mm Compute the ultimate flexural strength (kN-m) of the slab. A 119.96 115.60 113.70 D 109.72

Situation. The one way slab has a thickness of 200 mm. It is reinforced with 25 mm o bars with 150 mm spacing on center. The span of slab is 3.6 m with a clear cover of 20 mm. Use fe'= 21 MPa, fy= 276 MPa. Compute the depth of compression block 59.53 mm 50.60 mm 55.30 mm D 65.06 mm Compute the ultimate flexural strength (kN-m) of the slab. A 119.96 115.60 113.70 D 109.72

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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