A conventional floor system has panel dimensions measured from center-to-center of the beam support as shown. The beam dimensions are given where the transverse direction is vertical and the longitudinal direction is horizontal in the drawing. The superimposed floor loads are also given with a total of 2.7 kPa for the dead loads and 1.9 kPa for the live load. The rebars are 10mm in diameter, Grade 40 and the concrete strength is 28MPa. Design the Conventional Slab using Direct Design Method in the Transverse Direction (Use NSCP and ACI codes for this problem.)
A conventional floor system has panel dimensions measured from center-to-center of the beam support as shown. The beam dimensions are given where the transverse direction is vertical and the longitudinal direction is horizontal in the drawing. The superimposed floor loads are also given with a total of 2.7 kPa for the dead loads and 1.9 kPa for the live load. The rebars are 10mm in diameter, Grade 40 and the concrete strength is 28MPa. Design the Conventional Slab using Direct Design Method in the Transverse Direction (Use NSCP and ACI codes for this problem.)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A conventional floor system has panel dimensions measured from center-to-center of the beam support as shown. The beam dimensions are given where the transverse direction is vertical and the longitudinal direction is horizontal in the drawing. The superimposed floor loads are also given with a total of 2.7 kPa for the dead loads and 1.9 kPa for the live load. The rebars are 10mm in diameter, Grade 40 and the concrete strength is 28MPa.
Design the Conventional Slab using Direct Design Method in the Transverse Direction
(Use NSCP and ACI codes for this problem.)
Transcribed Image Text:b
h
Beam Sizes: Transverse :
250
500
5 m
Longitudinal :
300
600
1
2
Assume slab thickness =
140 mm
Rebar Grade =
40
Bar size =
10 mm
3
Rebar f, =
Concrete f,' =
4.6 m
4
276 MPa
28 MPa
Superimposed Dead Loads:
5 m
Floor Finish =
2.4 kPa
Ceiling Loads =
Movable partition =
0.3 КРа
O kPa
Total =
2.7 kPa
7 m
7.2 m
7 m
Live Load =
1.9 kPa
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