Given are the data of a continuous one –way slab. The spans given are all clear spans. For moment calculations, use the NSCP 2010 coefficients. Apply code provisions for spacing limits Unit weight of concrete = 24 kN/m3 End Spans = 3.50 m Interior Spans = 4.0 m f’c = 25 MPa fy = 280 MPa LOADS : Live Load = 2.4 KPa A.Determine the appropriate uniform thickness of the slab B.If the clear bar cover is 20mm, determine the spacing of 12mm diameter flexural reinforcement required at midspan of interior spans. C.Determine the spacing of 10mm diameter temperature reinforcements. hello please answer this thanks
Given are the data of a continuous one –way slab. The spans given are all clear spans. For moment calculations, use the NSCP 2010 coefficients. Apply code provisions for spacing limits Unit weight of concrete = 24 kN/m3 End Spans = 3.50 m Interior Spans = 4.0 m f’c = 25 MPa fy = 280 MPa LOADS : Live Load = 2.4 KPa A.Determine the appropriate uniform thickness of the slab B.If the clear bar cover is 20mm, determine the spacing of 12mm diameter flexural reinforcement required at midspan of interior spans. C.Determine the spacing of 10mm diameter temperature reinforcements. hello please answer this thanks
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Given are the data of a continuous one –way slab. The spans given are all clear spans. For moment calculations, use the NSCP 2010 coefficients. Apply code provisions for spacing limits
Unit weight of concrete = 24 kN/m3
End Spans = 3.50 m
Interior Spans = 4.0 m
f’c = 25 MPa
fy = 280 MPa
LOADS : Live Load = 2.4 KPa
A.Determine the appropriate uniform thickness of the slab
B.If the clear bar cover is 20mm, determine the spacing of 12mm diameter flexural reinforcement required at midspan of interior spans.
C.Determine the spacing of 10mm diameter temperature reinforcements.
hello please answer this thanks
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