The cross section of a continuous one way slab in a building is shown in the figure. The slabs are supported by means of beams that span 3.6 m between simple supports. The dead load on the slab is 3 kPa (besides its own weight) and a live load of 7 kPa. f:=21 MPa, fy=276 MPa. Use 20 mm clear cover. Unit weight of concrete = 24 kN/m³. a. Determine the thickness of slab b. Determine the spacing of 16 mm Ø bars at section CD Determine the spacing of 16 mm Ø bars at section E. C. 300 mm 3300 300 3300 300 mm 3600 mm

Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter14: Sheet-pile Walls
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Problem 14.11P
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The cross section of a continuous one way slab in a building is shown in the figure. The slabs are supported by means
of beams that span 3.6 m between simple supports. The dead load on the slab is 3 kPa (besides its own weight) and a
live load of 7 kPa. f:=21 MPa, fy=276 MPa. Use 20 mm clear cover. Unit weight of concrete = 24 kN/m³.
а.
Determine the thickness of slab
b. Determine the spacing of 16 mm Ø bars at section CD
Determine the spacing of 16 mm Ø bars at section E.
C.
B
300
3300
300
mm
3300
300
mm
mm
3600 mm
Transcribed Image Text:The cross section of a continuous one way slab in a building is shown in the figure. The slabs are supported by means of beams that span 3.6 m between simple supports. The dead load on the slab is 3 kPa (besides its own weight) and a live load of 7 kPa. f:=21 MPa, fy=276 MPa. Use 20 mm clear cover. Unit weight of concrete = 24 kN/m³. а. Determine the thickness of slab b. Determine the spacing of 16 mm Ø bars at section CD Determine the spacing of 16 mm Ø bars at section E. C. B 300 3300 300 mm 3300 300 mm mm 3600 mm
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