Design the slabs from gridlines R to V to A to I as shown using ACI Coefficient Method. Assume that beams at gridlines R and V are the discontinuous ends. Assume slab thickness to be 150 mm Unit weight of concrete = 24 kN/m3 Super Imposed Deadload = 3.54 kPa Live Load = 12 kPa Use 12mm diameter bars for main bars and 10mm diameter bars for temperature and shrinkage bars with fy = 275 MPa for both bars and f'c = 28 MPa. From the framing plan shown, gridlines are at the centers of the column. Column dimension: 900 x 900 mm E-G16: 400 x 800 mm
Design the slabs from gridlines R to V to A to I as shown using ACI Coefficient Method. Assume that beams at gridlines R and V are the discontinuous ends. Assume slab thickness to be 150 mm Unit weight of concrete = 24 kN/m3 Super Imposed Deadload = 3.54 kPa Live Load = 12 kPa Use 12mm diameter bars for main bars and 10mm diameter bars for temperature and shrinkage bars with fy = 275 MPa for both bars and f'c = 28 MPa. From the framing plan shown, gridlines are at the centers of the column. Column dimension: 900 x 900 mm E-G16: 400 x 800 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Design the slabs from gridlines R to V to A to I as shown using ACI Coefficient Method. Assume that beams at gridlines R and V are the discontinuous ends.
- Assume slab thickness to be 150 mm
- Unit weight of concrete = 24 kN/m3
- Super Imposed Deadload = 3.54 kPa
- Live Load = 12 kPa
- Use 12mm diameter bars for main bars and 10mm diameter bars for temperature and shrinkage bars with fy = 275 MPa for both bars and f'c = 28 MPa.
- From the framing plan shown, gridlines are at the centers of the column.
- Column dimension: 900 x 900 mm
- E-G16: 400 x 800 mm
- E-G19: 400 x 800 mm
- E-B5: 350 x 800 mm
- E-B3: 350 x 800 mm
Transcribed Image Text:H
A
S
18900
5700
5700
E-G19
7500
R
E-G1
E-B3
5700
DN
UP
G
1300
E-01
12000
ان
-800x800
SUMP PIT
E-83
E-G5
E-G13
5700
1300
E-09
4150
B
350
E-G1
E-G13
5700
E-G5
E-G9
619-3
V
E
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