Ssssss Ssssssssss Sssssssssss Ssss Sssssssss Ss Sss Ssss Sssss.
Ssssss Ssssssssss Sssssssssss Ssss Sssssssss Ss Sss Ssss Sssss.
Ssssss Ssssssssss Sssssssssss Ssss Sssssssss Ss Sss Ssss Sssss.
(SSSSSS SSSSSSSSS )
SSSS SSSSS..
Clear Span = lo = 8.00
w
Width of the Support = x = 230
Concrete Grade = M 20 20
Support Steel Type = Fe 415415
x lo x
Width of Beam = 230
Depth of Beam = D = 550
SSSSSSSSSSSSS SSSSSS..
Required Main Reinforcement = Ast = 1101.20 mm²
Choose Bar Diameter for the Main Reinforcement .(1 1616 12
.(2 12
Area of One Bar = 201.06 113.10
Enter No. of Bars to be Provided = 4 3
Bar Diameter = 6 6 mm
No. of Legs for Shear Stirrups = 2
c/s Area of Stirrup = 56.55 mm²
1180
Main
Main Reinforcement
Reinforcement
Vertical Stirrups
8230
Main
Main Reinforcement
Reinforcement
Vertical Stirrups
SSSSSSSS.. Vertical Stirrups = 6 mm Dia'
4 16 2 12
A 130
3 12 - -
m
mm
20
415
mm
mm ~
~ 440 mm
From Span/Depth
Ratio
Self Weight
81.25 kN
O.K.
12 mm
mm²
O.K.
12
12 mm
Fe 250
mm c/c @ Support
O.K.
2 Nos.10mm Dia'
550
Vertical Stirrups
2 Nos.10mm Dia'
550
Vertical Stirrups
2 Legged
Vertical Stirrups
Spacing
Mid
(mm)
195
SSSSSS SSSSSSSSSS SSSSSSSSSSS SSSS SSSSSSSSS SS SSS
(SSSS SSSSS SSSS)
SSSS SSSSS..
Clear Span = lo = 8.00
w
Width of the Support = x = 230
Concrete Grade = M 20 20
Support Steel Type = Fe 415415
x lo x
Width of Beam = 230
Depth of Beam = D = 550
SSSSSSSSSSSSS SSSSSS..
Required Reinforcement at Support = Ast = 672.29 mm²
Choose Bar Diameter for the top Reinforcement .(1 1616 12
.(2 12
Area of One Bar = 201.06 113.10
Enter No. of Bars to be Provided = 3 2
Provided Reinforcement = 829.38 mm²
Bar Diameter = 6 6 mm Fe
No. of Legs for Shear Stirrups = 2
c/s Area of Stirrup = 56.55 mm²
c/c of Stirrups = 130 mm
Provide 6 mm mm Dia' 2
Dia' Legged
Legged Vertical Stirrups @ 130
Gradually increasing to 195 mm c/c @ Midspan.
SSSSSSSSS..
Main
Main TOP
TOP
..Reinf 2 Nos.10mm Dia'
Reinf
Vertical
Main
Main Bottom
Bottom Stirrups
..Reinf
Reinf
8230
mm
mm ~
~ 440 mm
From Span/Depth
Ratio
Self Weight
81.25 kN
O.K.
12 mm
mm²
O.K.
12 mm
mm²
O.K.
Fe 250
mm c/c @ Support
O.K.
550
SSSSSS SSSSSSSSSS SSSSSSSSSS SSSS SSSSSSSSS SS SSS
(With >= 3 Spans)
w
Support
x lo x lo x lo x lo
SSSS SSSSS..
Clear Span = lo =8.00 m
Width of the Support = x = 230 mm
Concrete Grade = M 10.00 20
Steel Type = Fe 415415
SSSSSSS SSSSSSS..
SSSSS SSSSSS..
SSSSSSSSSSSSS SSSSSS..
SS SSSSSSS.. Mu =
151.83 kN-m
Required Ast = 853.43 mm²
Choose Bar Diameter for the Main Reinforcement .(1 1616 12
.(2 12
Area of One Bar = 201.06 113.10
Enter No. of Bars to be Provided = 3 3
Provided Reinforcement = 942.48 mm²
Bar Diameter = 6 6 mm
No. of Legs for Shear Stirrups = 2
c/s Area of Stirrup = 56.55 mm²
SSSSSSSSS..
..Main
Main Top
Top
..Reinf 2743
Reinf
600
Vertical ..Main
Main Bot
Bot
Stirrups ..Reinf
Reinf
8230 8230 8230
230
~
~ 340 mm
From Span/Depth Ratio
Self Weight
0.00
74.72
O.K.
12 mm
mm²
O.K.
10 mm
mm²
O.K.
250
mm c/c @ Support
O.K.
2 Nos.10mm Dia'
Anchor bars