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8/3/2019 Design of Slab Release Version
1/17
Design Of Slab (RELEASE VERSION) -:Author -: Diljeet Singh
ChaudharyURL -:
http://www.civil-spreadsheets.web.officelive.com
Email -: [email protected]
License -: CC 3.0 [ know more by clicking here ]
Instructions -:
Enter data related to your problem in Sheet
named Inputs and outputs, which is 2ndsheet.
Website -:
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ee ea ures an
Comparison -:
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Feedbacks URL -:
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Tutorials -:
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8/3/2019 Design of Slab Release Version
2/17
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8/3/2019 Design of Slab Release Version
3/17
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8/3/2019 Design of Slab Release Version
4/17
DESIGN OF SLAB
RELEASE VERISON EXPIRED BUY FULL VClear Short span (Lx) = 0 m
Grade of concrete
Clear Long span (Ly) = 0 m Grade of steel fy =
Short span (Lx) = 0.011 m Bearings 300
Long span (Ly) = 0.011 m Ly/Lx = 1
Eff. cover = 29 mm Hence Its a Two
Overall Depth 40 mm
Self weight of slab = 1 kn/m
Weight of finishes = 0.00 kn/m
Live Load = 3.00 kn/m
Total load working = 4.00 kn/m
Total load factored = 6.00 kn/m
Slab end conditions : Case No 6 Two Long Edges Discont
[ +ve] [ -ve]
Short span coefficient = 0.035 0Long span coefficient = 0.035
0.045
B.M calulations:
Short span B.M. +ve = ( 0.035 x 6 x 0.011 x 0.011=) 0 kn-m
-ve = ( 0 x 6 x 0.011 x 0.011=) 0 kn-m
Long span B.M. +ve = ( 0.035 x 6 x 0.011 x 0.011=) 0 kn-m
-ve = ( 0.045 x 6 x 0.011 x 0.011=) 0 kn-m
Area of steel required :[+ve] [-ve]
Short span Ast = 0.00 mm2
0 mm2
Long span Ast = 0.00 mm2
0.00 mm2
Min. Ast (0.12) %= 0.00 mm2
Load calculations:
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8/3/2019 Design of Slab Release Version
5/17
RSION HERE .fck = 25 N/mm
2
415 N/mm2
mm Effective Depth = 11 mm
ay Slab
Xulim/d= 5.3 mmMu Lim= 0.419 kn-m
Singly Reinforced Section Can Be Designed, Hence OK.
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8/3/2019 Design of Slab Release Version
6/17
8mmdia
@0
mm
C/C
8m
m
dia
@0
mm
C/C
(LongSpan)
8 mm dia @ 0 mm C/C
0.0
11m
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8/3/2019 Design of Slab Release Version
7/17
8
mmdia
@
0mm
C
/C
0.011 m (Short Span)
Rough Diagram of Slab Reinforcement
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8/3/2019 Design of Slab Release Version
8/17
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8/3/2019 Design of Slab Release Version
9/17
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8/3/2019 Design of Slab Release Version
10/17
Tortion Provision
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8/3/2019 Design of Slab Release Version
11/17
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8/3/2019 Design of Slab Release Version
12/17
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8/3/2019 Design of Slab Release Version
13/17
Curtailment of
0.1 L
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8/3/2019 Design of Slab Release Version
14/17
0.15 L
CURTAILME
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8/3/2019 Design of Slab Release Version
15/17
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8/3/2019 Design of Slab Release Version
16/17
Slab Reinforcement
0.3 L 0.3 L
0.15 L 0.15 L
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8/3/2019 Design of Slab Release Version
17/17
0.15 L 0.15 L
0.25 L 0.25 L
NT OF REINFORCEMENT
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