CALCULATION SHEET Vendor Name :- VNC Calculation By:Project Name.:-
Sheet No: 1 of 17
RAM
Checked by :
Bina coal shed
Project No.:
Drawing No. :Drawing Title:-
30.01.12
Date : ware house
Connection No:
cs1
REV-1 DESIGN OF SPLICE FOR COLUMN :
built up section
Reference Sketch :
Properties : Grade of Steel
S250JR
Yield Stength, f y
=
250
N/mm
Overall Depth, h
=
1650
mm
Flange Width, b
=
500
mm
Web Thickness, tw
=
12
mm
Flange Thickness, tf
=
20
mm
Area, Ag
=
39320
cm
2
Section Modulus, Z xx
1.8E+10 cm
Allowable shear Stress, t va
100.00
N/mm
Cl.6.4.2 of IS:800-1984
Allowable bending stress,
165.00
N/mm
Cl.4.1.1of IS:800-1984
Allowable bearing stress, s br
187.50
N/mm
Allowable tensile stress, s at
150.00
N/mm
Yield Stength of plates, f yp
250
N/mm
Thickness of the flange splice splice plate, tfp
16
mm
Thickness of cover plate for for web(Two sides)
10
mm
sbt
Design Forces : Design Moment,
Md
Distance between C/C of flange, L.A. Tensile force in flange due due to moment,Ft
DOC No. :- Reliance_Str.Detailing / 002
####### KNm 1630.00
mm
M d
=
(σbt x z xx)
(h - t f /2
- tf /2)
####### KN
Rev. No:- 00 Date:- 8/1/2012
CALCULATION SHEET Vendor Name :- VNC Calculation By:Project Name.:-
Sheet No: 2 of 17
RAM
Checked by :
Bina coal shed
Project No.:
Drawing No. :Drawing Title:-
30.01.12
Date : ware house
cs1
Connection No:
REV-1 Shear Capacity : Shear Area of Web, Aw
19800.00 mm
Aw = h x tw
Design Shear Force
1980.00
F = t
KN
va
x Aw
Design check for Flange Splice : Bolt properties : Grade of Bolt
8.8XOX
Diameter of Bolt, d
30.00
mm
Diameter of Hole, do
32.00
mm
Max. Permissible shear in Bolt, V ob
116.00
KN
Provide Guage Distance
180
mm
Minimum edge distance required
57
mm
Provided Edge distance of hole, e
60
mm
Required Pitch of the hole, p
75
mm
Provided pitch
75
mm
Table2 of IS:4000-1992
Bolt Distances :
Table 8.2 of IS:800-1984
Cl. 8.10.1.a of IS:800-1984
Bolt Capacity : Flange plate provided on one side/both sides
2
Capacity of Bolt in Shear, V b
232.00
KN
Permissible Bearing force between bolt and ply, Fb
144.00
kN
Cl. 5.3.4 of IS:4000-1992 F b
= 1.2 x f y x d x t
Cl. 5.3.4 of IS:4000-1992
Permissible Force acting on edge of Ply, Pt
171.43
kN
P t
Bolt Capacity, Fcb
144.00
KN
Min. of V b, Fb and
No. of Bolts, n
DOC No. :- Reliance_Str.Detailing / 002
####### No.s
= e x f y x t /1.4 Fe
No. of Bolts = F t/Fcb
Rev. No:- 00 Date:- 8/1/2012
CALCULATION SHEET Vendor Name :- VNC Calculation By:Project Name.:-
Sheet No: 3 of 17
RAM
Checked by :
Bina coal shed
Project No.:
Drawing No. :Drawing Title:-
Date : ware house
Connection No:
30.01.12 cs1
REV-1 No. of Bolts Provided
8
Nos.
No. of Bolt Columns, Nc
2
No.
Width of splice plate
500.00
mm
Effective width
436.00
mm
Effective area of splice
6976
mm2
1046.40
kN
Width of splice plate
340.00
mm
Effective width
276.00
mm
Effective area of splice
4416.00
mm2
Tension Capacity of plate
662.40
kN
Total Tension Capacity of plate
1708.80
kN
1980.00
KN
Tension in Flange Splice : Out Side Plate :
Tension Capacity of plate Inside Plate :
Increase Pl.THK.
Design Check for Web Connection : Design Shear Force, Fv Bolt properties : Grade of Bolt
8.8XOX
Diameter of Bolt, d
20.00
mm
Diameter of Hole, do
22.00
mm
Max. Permissible shear in Bolt, V ob
50.80
KN
DOC No. :- Reliance_Str.Detailing / 002
Table2 of IS:4000-1992
Rev. No:- 00 Date:- 8/1/2012
CALCULATION SHEET Vendor Name :- VNC Calculation By:Project Name.:-
Sheet No: 4 of 17
RAM
Checked by :
Bina coal shed
Project No.:
Drawing No. :Drawing Title:-
30.01.12
Date : ware house
cs1
Connection No:
REV-1 Bolt Distances : Minimum edge distance required
32
Provided Edge distance of hole, e
40
mm
Required Pitch of the hole, p
50
mm
Provided pitch
60
mm
101.6
kN
Table2 of IS:4000-1992 Cl. 5.3.4 of IS:4000-1992
Permissible Bearing force between bolt and ply, Fb
60.00
kN
F b
Permissible Force acting on edge of ply, Pt
71.43
kN
P t
Bolt Capacity, Fcb
60.00
KN
Min. of V b, Fb and
No. of Bolts
33
Nos.
no. = F v
No. of Bolts Provided
6
Nos.
No. of Bolt Columns, Nc
2
No.
990.00
KN
Width of Splice plate
200
mm
Effective Width of Splice Plate
156.00
mm
Effective Shearing area of Splice Plate
1560.00
mm2
Shear capacity of Splice Plate
156.00
kN
Shear force on each plate, Fp
990.00
KN
Bearing force transferred thourgh each bolt on plate
165.00
KN
Bearing capacity of plate for each bolt
37.5
KN
Bolt Capacity : Capacity of Bolt in Double Shear, Vb
Table 8.2 of IS:800-1984
Cl. 8.10.1.a of IS:800-1984
= 1.2 x f y x d x t
Cl. 5.3.4 of IS:4000-1992
Shear capacity in each web plate : Shear force on each plate
= e x f y x t /1.4 Fe
/ Fcb
Not Safe
Check for bearing of bolt and plate :
DOC No. :- Reliance_Str.Detailing / 002
Not safe
Rev. No:- 00 Date:- 8/1/2012
CALCULATION SHEET Vendor Name :- VNC Calculation By:Project Name.:-
Sheet No: 5 of 17
RAM
Checked by :
Bina coal shed
Project No.:
Drawing No. :Drawing Title:-
30.01.12
Date : ware house
Connection No:
cs1
REV-1 DESIGN OF SPLICE FOR COLUMN :
built up section
Reference Sketch :
Properties : Grade of Steel
S250JR
Yield Stength, f y
=
250
N/mm
Overall Depth, h
=
1650
mm
Flange Width, b
=
500
mm
Web Thickness, tw
=
12
mm
Flange Thickness, tf
=
20
mm
Area, Ag
=
39320
cm
2
Section Modulus, Z xx
1.8E+10 cm
Allowable shear Stress, t va
100.00
N/mm
Cl.6.4.2 of IS:800-1984
Allowable bending stress,
165.00
N/mm
Cl.4.1.1of IS:800-1984
Allowable bearing stress, s br
187.50
N/mm
Allowable tensile stress, s at
150.00
N/mm
Yield Stength of plates, f yp
250
N/mm
Thickness of the flange splice plate, tfp
16
mm
Thickness of cover plate for web(Two sides)
10
mm
sbt
Design Forces : Design Moment,
Md
Distance between C/C of flange, L.A. Tensile force in flange due to moment,Ft
DOC No. :- Reliance_Str.Detailing / 002
####### KNm 1630.00
mm
M d
=
(σbt x z xx)
(h - t f /2
- tf /2)
####### KN
Rev. No:- 00 Date:- 8/1/2012
CALCULATION SHEET Vendor Name :- VNC Calculation By:Project Name.:-
Sheet No: 6 of 17
RAM
Checked by :
Bina coal shed
Project No.:
Drawing No. :Drawing Title:-
30.01.12
Date : ware house
cs1
Connection No:
REV-1 Shear Capacity : Shear Area of Web, Aw
19800.00 mm
Aw = h x tw
Design Shear Force
1980.00
F = t
KN
va
x Aw
Design check for Flange Splice : Bolt properties : Grade of Bolt
8.8XOX
Diameter of Bolt, d
30.00
mm
Diameter of Hole, do
32.00
mm
Max. Permissible shear in Bolt, V ob
116.00
KN
Provide Guage Distance
180
mm
Minimum edge distance required
57
mm
Provided Edge distance of hole, e
60
mm
Required Pitch of the hole, p
75
mm
Provided pitch
75
mm
Table2 of IS:4000-1992
Bolt Distances :
Table 8.2 of IS:800-1984
Cl. 8.10.1.a of IS:800-1984
Bolt Capacity : Flange plate provided on one side/both sides
2
Capacity of Bolt in Shear, V b
232.00
KN
Permissible Bearing force between bolt and ply, Fb
144.00
kN
Cl. 5.3.4 of IS:4000-1992 F b
= 1.2 x f y x d x t
Cl. 5.3.4 of IS:4000-1992
Permissible Force acting on edge of Ply, Pt
171.43
kN
P t
Bolt Capacity, Fcb
144.00
KN
Min. of V b, Fb and
No. of Bolts, n
DOC No. :- Reliance_Str.Detailing / 002
####### No.s
= e x f y x t /1.4 Fe
No. of Bolts = F t/Fcb
Rev. No:- 00 Date:- 8/1/2012
CALCULATION SHEET Vendor Name :- VNC Calculation By:Project Name.:-
Sheet No: 7 of 17
RAM
Checked by :
Bina coal shed
Project No.:
Drawing No. :Drawing Title:-
Date : ware house
Connection No:
30.01.12 cs1
REV-1 No. of Bolts Provided
8
Nos.
No. of Bolt Columns, Nc
2
No.
Width of splice plate
500.00
mm
Effective width
436.00
mm
Effective area of splice
6976
mm2
1046.40
kN
Width of splice plate
340.00
mm
Effective width
276.00
mm
Effective area of splice
4416.00
mm2
Tension Capacity of plate
662.40
kN
Total Tension Capacity of plate
1708.80
kN
1980.00
KN
Tension in Flange Splice : Out Side Plate :
Tension Capacity of plate Inside Plate :
Increase Pl.THK.
Design Check for Web Connection : Design Shear Force, Fv Bolt properties : Grade of Bolt
8.8XOX
Diameter of Bolt, d
20.00
mm
Diameter of Hole, do
22.00
mm
Max. Permissible shear in Bolt, V ob
50.80
KN
DOC No. :- Reliance_Str.Detailing / 002
Table2 of IS:4000-1992
Rev. No:- 00 Date:- 8/1/2012
CALCULATION SHEET Vendor Name :- VNC Calculation By:Project Name.:-
Sheet No: 8 of 17
RAM
Checked by :
Bina coal shed
Project No.:
Drawing No. :Drawing Title:-
30.01.12
Date : ware house
cs1
Connection No:
REV-1 Bolt Distances : Minimum edge distance required
32
Provided Edge distance of hole, e
40
mm
Required Pitch of the hole, p
50
mm
Provided pitch
60
mm
101.6
kN
Table2 of IS:4000-1992 Cl. 5.3.4 of IS:4000-1992
Permissible Bearing force between bolt and ply, Fb
60.00
kN
F b
Permissible Force acting on edge of ply, Pt
71.43
kN
P t
Bolt Capacity, Fcb
60.00
KN
Min. of V b, Fb and
No. of Bolts
33
Nos.
no. = F v
No. of Bolts Provided
6
Nos.
No. of Bolt Columns, Nc
2
No.
990.00
KN
Width of Splice plate
200
mm
Effective Width of Splice Plate
156.00
mm
Effective Shearing area of Splice Plate
1560.00
mm2
Shear capacity of Splice Plate
156.00
kN
Shear force on each plate, Fp
990.00
KN
Bearing force transferred thourgh each bolt on plate
165.00
KN
Bearing capacity of plate for each bolt
37.5
KN
Bolt Capacity : Capacity of Bolt in Double Shear, Vb
Table 8.2 of IS:800-1984
Cl. 8.10.1.a of IS:800-1984
= 1.2 x f y x d x t
Cl. 5.3.4 of IS:4000-1992
Shear capacity in each web plate : Shear force on each plate
= e x f y x t /1.4 Fe
/ Fcb
Not Safe
Check for bearing of bolt and plate :
DOC No. :- Reliance_Str.Detailing / 002
Not safe
Rev. No:- 00 Date:- 8/1/2012
CALCULATION SHEET Vendor Name :Calculation By:Project Name.:-
VNC
Sheet No:
RAM
Checked by :
Bina coal shed
Project No.:
Drawing No. :Drawing Title:-
Date : ware house
Connection No:
30.01.12 cs1
REV-1 DESIGN OF SPLICE FOR COLUMN :
built up section
Reference Sketch :
Properties : Grade of Steel
S250JR 2
Yield Stength, f y
=
250
N/mm
Overall Depth, h
=
1650
mm
Flange Width, b
=
500
mm
Web Thickness, tw
=
12
mm
Flange Thickness, tf
=
20
mm
Area, Ag
=
39320
cm
Moment inersia , I xx
17776625000
mm
Section Modulus, Z xx
21547424.24
mm
Allowable shear Stress, tva
100.00
N/mm
Allowable bending stress,
165.00
N/mm
Allowable bearing stress, s br
187.50
N/mm
Allowable tensile stress, s at
150.00
N/mm
sbt
2
4
3
2
2
2
2
Cl.6.4.2 of IS:800-1984
Cl.4.1.1of IS:800-1984
Yield Stength of plates, f yp
250
2
N/mm
Thickness of the flange splice plat 20
mm
Thickness of cover plate for web(T 10
mm
Design Forces : Design Moment,
Md
=
3555.33
KNm
M d
Distance between C/C of flange,
1630.00
mm
(h - t f /2
Tensile force in flange due to mo
2181.18
KN
Shear Area of Web, Aw
19320.00
mm
Aw = h x tw
Design Shear Force
1932.00
KN
F = t
(σbt x z xx)
- tf /2)
Shear Capacity : 2
va
x Aw
Design check for Flange Splice : Bolt properties : Grade of Bolt
8.8XOX
Diameter of Bolt, d
25.00
mm
Diameter of Hole, d o
27.00
mm
Max. Permissible shear in Bolt, V o 143.00
KN
Table2 of IS:4000-199
Bolt Distances : Provide Guage Distance
130
mm
Minimum edge distance required 57
mm
Provided Edge distance of hole, e 60
mm
Required Pitch of the hole, p
mm
62.5
Table 8.2 of IS:800-19
Cl. 8.10.1.a of IS:800-1
Provided pitch
75
mm
Bolt Capacity : Flange plate provided on one side Capacity of Bolt in Shear, Vb
2 286.00
KN Cl. 5.3.4 of IS:4000-19
Permissible Bearing force betwee 517.50 bolt and ply, Fb
kN
F b
= 1.2 x f y x d
Cl. 5.3.4 of IS:4000-19
Permissible Force acting on edge 214.29
kN
P t
Bolt Capacity, Fcb
214.29
KN
Min. of V b, Fb and
No. of Bolts, n
11.00
No.s
No. of Bolts = F t/Fcb
No. of Bolts Provided
12
Nos.
No. of Bolt Columns, Nc
2
No.
Width of splice plate
500.00
mm
Effective width
446.00
mm
Effective area of splice
8920
mm2
1338.00
kN
Width of splice plate
438.00
mm
Effective width
384.00
mm
Effective area of splice
7680.00
mm2
1152.00
kN
Tension in Flange Splice : Out Side Plate :
Tension Capacity of plate Inside Plate :
Tension Capacity of plate
= e x f y x t /1. F
Total Tension Capacity of plate
2490.00
kN
1932.00
KN
Hence Safe
Design Check for Web Connection : Design Shear Force, Fv Bolt properties : Grade of Bolt
8.8XOX
Diameter of Bolt, d
18.00
mm
Diameter of Hole, d o
20.00
mm
Max. Permissible shear in Bolt, V o 116.00
KN
Table2 of IS:4000-199
Bolt Distances : Minimum edge distance required 57
Table 8.2 of IS:800-19
Provided Edge distance of hole, e 60
mm
Required Pitch of the hole, p
45
mm
Provided pitch
140
mm
Bolt Capacity : Capacity of Bolt in Double Shear, 232
kN
Cl. 8.10.1.a of IS:800-1
Table2 of IS:4000-199 Cl. 5.3.4 of IS:4000-19
Permissible Bearing force betwee 186.30 bolt and ply, Fb
kN
F b
= 1.2 x f y x d
Cl. 5.3.4 of IS:4000-19
Permissible Force acting on edge 192.86
kN
P t
= e x f y x t /1.
Bolt Capacity, Fcb
186.30
KN
Min. of V b, Fb and
No. of Bolts
10
Nos.
no. = F v
No. of Bolts Provided
16
Nos.
No. of Bolt Columns, Nc
2
No.
/ Fcb
F
Shear capacity in each web plate : Shear force on each plate
966.00
KN
Width of Splice plate
1100
mm
Effective Width of Splice Plate
1060.00
mm
Effective Shearing area of Splice P 10600.00
mm2
Shear capacity of Splice Plate
1060.00
kN
966.00
KN
Hence Safe
Check for bearing of bolt and plate : Shear force on each plate, Fp
Bearing force transferred thourgh 60.38 each bolt on plate
KN
Bearing capacity of plate for each 186.3
KN
Hence Safe
(75% of capacity)
7264.4
4
984
2
t 2
e
132.341 143.5992
438 219
4
984
2
t 2
e
shear stress
=
375 N/Sq mm
Bearing stress
=
1035 N/Sq mm
Tension stress
=
450 N/Sq mm
