Design of Horizontal Bracing Connection (Bolted Type)
T-BRACE
a
b
Figure need to modify
Angle Mark
=
Single Angle
Connecting Member Section Properties : A Ag
2
1900.00 mm 1900.00 mm
= =
Leg1 Leg2 L1 L2 Cxx
=
100 100 10 10
=
28.40 mm
Ixx
=
1770000.00 mm
Ze(xx)
=
24700.00 mm
Zp(xx)
=
45480.00 mm
r vv
=
19.40 mm
θ
=
= =
45
Steel Properties : Grade of Steel Yield Stress (Min)
f yw
Ultimate Tensile Stress(min) Ultimate Tensile Strength of Bolt
= E250B = 250
mm mm mm mm
0
(Connected Leg Length) (Outstand Leg Length)
(Angle between beam and brace)
( PDRP-8320-SP-0016)
MPa
( IS:800-2007 Table 1 & IS:2
f u = 410
MPa
( IS:800-2007 Table 1 & IS:2
f ub = 830
MPa
Grade 8.8 (I.S 800-2007, Table 1 )
gm0
= 1.1
gmb
= 1.25
(Shop Fabrications)
( IS:800-2007 Table 5, Cl 5.4.
= 1.25
(Field Fa Fabrications)
( IS:800-2007 Table 5, Cl 5.4.
= 1.25
(Shop Fabrications)
( IS:800-2007 Table 5, Cl 5.4.
= 1.50
(Field Fa Fabrications)
( IS:800-2007 Table 5, Cl 5.4.
gmw gml
( IS:800-2007 Table 5, Cl 5.4.
= 1.25
Legend : f yw = Yield Strength of the web ε = Constant (Depending of yield Stress) gm0 = Partial safety factor (Resistance, governed by yielding) gmw = Partial safety factor (Resistance of connection Welds)
( IS:800-2007 Table 5, Cl 5.4.
gml = Partial safety factor (Resistance governed by ultimate stress)
Section Classification
(IS:800-2007, Cl 3.7.2, Table
ε
=
ε d/t b/t (b+d)/t
= = = =
250 f yw 1 10.00 10.00 20.00
250
=
250
< < <
15.7 ε 15.7 ε 25 ε
= = =
15.7 15.7 25
Section is Semi Compact Section(Class 3) i) Design Forces :
(IS800-2007, Cl. 12.8.3.1)
Bracing end connection shall be designed for tensile force equal to Tdg
=
1.1 f y Ag
= =
1.1 x 250 x 1900 522.5 kN % capacity of Tdg Connection is Design for 60 Bracing End Connection for Member ISA 100 x 100 x 10 is design for force = ii) Strength of Bolt (V1) Strength of Bolt
313.8
(IS:800-2007, Cl 10.3.2)
=
Minimum of following a) Design Strength is Shear b) Design Strength in Bearing
a) Design Strength in Shear
(IS:800-2007, Cl 10.3.3)
Vdsb
=
gmb
=
Vnsb
=
Vnsb /
gmb
Where, 1.25 f ub 3
(nn Anb + ns Asb) Where, f ub
=
830
nn
=
number of shear planes w
MPa
threads intercepting the s = ns
=
1
per bolt
=
number of shear planes w threads intercepting the s 0 per bolt
Anb
=
Net shear area of bolt at t
Anb
0.78 (π/4)d = Using 20 dia High Stren = 0.78 x π/4 x 20^2 mm = 245.04
Asb
=
Nominal shank area of Bo
=
(π/4)d
=
314.16
2
Vnsb
=
830 3
( 1 x 245.04 + 0 x 314.16 )
2 2
mm
Vnsb Shear Strength per bolt Vdsb
=
117425 N
=
93.94
kN
(IS:800-2007, Cl 10.3.4)
b) Design Strength in Bearing Vdpb
=
Vnpb /
gmb
=
1.25
Vnpb
=
2.5 kb d t f u
gmb
Where,
Where, d
= = 10 mm =
Assuming t kb
nominal dia of bolt 20 mm thick gusset plate 10 mm
=
least of following
=
a) e/3d0
=
b) p/3d0 - 0.25
=
c) f ub/f u
=
d) 1.0
=
Where, f = 40 mm p = 60 mm d0 = 22 mm Therefore, kb Vnpb
= =
=
> >
0.6061
2.5 x 0.6061 x 20 x 10 x 830 251531.5
N
Bearing Strength per bolt Vdpb Strength of M20 dia bolt (V1)
= =
201.23 kN 93.94
kN
Hence to transfer design force of 313.8 kN, No. of M20 bolts required are as follows No. of Bolts required
=
= Hence provide
313.8 93.94 3.34
Nos.
4 Nos.
of M20 H.S. Bolts
ii) Gusset Plate Design a) Design of length of gusset plate Assume size of weld (W1) =
6 mm
Design strength of weld
=
n Lw t f u 3
gmw
Where, Lw t
=
Eff. Length of
=
Throat thickne
f u
=
410 MPa
gmw
=
1.25
n
=
2 (weld lines)
313.8
x 10
3
Lw
=
2 x Lw x 0.7 x 6 x 410 3 x 1.25
=
197.27 mm
Provide Length of Gusset Plate as 200 mm b) Design of Thickness of gusset plate
(IS:800-2007, Cl 6.3.1)
Tdn 10
=
0.9 An f u gml
Where, An
b
30
20
= =
140 1
=
22
tg
=
Thickness of
An
=
118 t
f u
=
410
gml
=
1.25
b'
313.8
x 10
3
tg
(b - nd0) tg
b n d0
Lc L'
=
=
0.9 x 118 x t x 410 1.25
=
9.01 mm
Provide Thickness of Gusset Plate (tg ) as 10 mm c) Buckling Check of Gusset Plate
(IS800-2007, Cl. 7.1.2)
Pd
=
Ae f cd
=
b' x tg
=
1700
Where, Ae
f cd Where,
=
2
mm
χ f y
(IS800-2007, Cl. 7.1.2.1)
gmo
f y
=
χ
=
250
MPa 1 2
2 0.5
[φ + (φ - λ ) ]
Where,
Therefore,
φ
=
λ
=
0.5 [1 + α ( λ (f y / f cc)
=
fy (KL'/r) /π E
r
=
tg / 12
α K L'
= = = =
2.89 0.49 1.00 94.15
=
94.15 0.367 0.609
KL' λ φ
= =
2
2
χ
=
0.914
f cd
=
207.728
N/mm
Pd
=
353137.6
N
Pd
=
353.14
kN
2
>
313.8 Hence O.K.
iii) Connection Check for Tension Rupture & Block Shear
(IS:800-2007, CL.12.8.3.2)
a) Check for tension rupture of angle
(IS:800-2007, Cl 6.3.3)
Tdn
=
0.9 An f u
+
β Ago f y
gml
gmo
Where, β
=
1.4-0.076 (w/t) (f y/f u) (bs/Lc)
≤
(f u gmo/f y gml)
≥ 0.7 Where, w Lc bs β
=
1.040
An
=
Area of connected leg
Ago
Tdn
=
Tdn
=
< >
=
(Leg1 - nd0) x
=
Leg1 x Leg th
2
730
=
Area of outstanding leg
=
950
440.041 kN
100 180 140
1.44 0.7
=
0.9 x 730 x 410 1.25
= = =
mm
2
mm
+
>
b) Design strength due to block shear T dh
1.04 x 950 x 250 1.1 313.8 kN Hence O.K. … (IS:800-2007, Cl 6.4.2)
b''
L'' b'' 3 2
L''
Strength in Block shear = min of i)
= =
209 mm 50
Area under shear, (Avg, Avn) Avg
=
2090
Avn
=
1210
Area under Tension ( Atg , Atn ) Atg
=
500
Atn
=
390
Tdb
=
Avg f y 3
=
Tdb
=
0.9 Atn f u
gmo
gml
2090 x 250 3 x 1.1
=
Tdb
+
+
0.9 x 390 x 410 1.25
389.369 kN
ii)
=
Tdb
=
0.9 Avn f u 3
+
gml
Atg f y gmo
0.9 x 1210 x 410 3 x 1.25
500 x 250 1.1
+
319.861 kN
Therefore, Tdb
=
Tdb
=
min of ( 389.369 , 319.861 ) 319.861 kN
>
313.8 kN Hence O.K. …
Summary of connection Weild Size W Weild Size W1 Gusset Plate Thk. Weld length a Weld length b Weld length Lg
= = = = = =
Where, 0 #REF! 0 0 0
mm mm mm mm mm mm
62) 62)
1) 1) 1) 1) 1) 1)
2)
kN
ith ear plane ithout ear plane hreads gth Bolts
lt
0.6061 0.6591 2.0244 1.0000 30 mm 50 mm
weld ss
mm mm usset mm MPa
2
0.2) + λ ]
mm mm
mm
kN
mm mm mm
Leg thk. .
..
mm mm
2
mm
2
mm
2
mm
2
mm
..
Design of Horizontal Bracing Connection (Bolted Type)
T-BRACE
a
b
Figure need to modify
Angle Mark
=
from beam UC 152x152x
Cut Tee
Connecting Member Section Properties : A Ag Leg1 Leg2 tf tw Cxx θ
G
2
1417.76 mm 1417.76 mm
= = =
152.20 76.20 6.80 5.80
= =
mm mm mm mm
=
14.07 mm
= =
45 80 mm
(Connected Leg Length) (Outstand Leg Length)
0
Steel Properties : Grade of Steel Yield Stress (Min)
f yw
Ultimate Tensile Stress(min) Ultimate Tensile Strength of Bolt
= E250B = 250
(Angle between beam and brace) (Distance between bolt lines) ( PDRP-8320-SP-0016)
MPa
( IS:800-2007 Table 1 & IS:2
f u = 410
MPa
( IS:800-2007 Table 1 & IS:2
f ub = 830
MPa
Grade 8.8 (I.S 800-2007, Table 1 )
gm0
= 1.1
gmb
= 1.25
(Shop Fabrications)
( IS:800-2007 Table 5, Cl 5.4.
= 1.25
(Field Fabrications)
( IS:800-2007 Table 5, Cl 5.4.
= 1.25
(Shop Fabrications)
( IS:800-2007 Table 5, Cl 5.4.
= 1.50
(Field Fabrications)
( IS:800-2007 Table 5, Cl 5.4.
gmw
( IS:800-2007 Table 5, Cl 5.4.
= 1.25
gml
( IS:800-2007 Table 5, Cl 5.4.
Legend : f yw = Yield Strength of the web ε = Constant (Depending of yield Stress) gm0 = Partial safety factor (Resistance, governed by yielding) gmw = Partial safety factor (Resistance of connection Welds) gml = Partial safety factor (Resistance governed by ultimate stress)
Section Classification
ε
(IS:800-2007, Cl 3.7.2, Table
=
250 f yw
=
250 250
ε d/t
= =
1 22.38
>
18.9 ε
=
18.9
Section is Semi Compact Section (Class 3) i) Design Forces :
(IS800-2007, Cl. 12.8.3.1)
Bracing end connection shall be designed for tensile force equal to Tdg
=
1.1 f y Ag
= =
1.1 x 250 x 1417.76 389.884 kN % capacity of Tdg Connection is Design for 70 Bracing End Connection for Member CT 76 x 152 x 14 is design for force = ii) Strength of Bolt (V1) Strength of Bolt
273
(IS:800-2007, Cl 10.3.2)
=
Minimum of following a) Design Strength is Shear b) Design Strength in Bearing
a) Design Strength in Shear
(IS:800-2007, Cl 10.3.3)
Vdsb
=
gmb
=
Vnsb
=
Vnsb /
gmb
Where, 1.25 f ub 3
(nn Anb + ns Asb) Where, f ub
=
830
nn
=
number of shear planes w
MPa
threads intercepting the s = ns
=
1
per bolt
=
number of shear planes w threads intercepting the s 0 per bolt
Anb
=
Net shear area of bolt at t
Anb
0.78 (π/4)d = Using 20 dia High Stren = 0.78 x π/4 x 20^2 mm = 245.04
Asb
=
Nominal shank area of Bo
=
(π/4)d
=
314.16
2
830 3
Vnsb
=
Vnsb
=
117425 N
=
93.94
Shear Strength per bolt Vdsb
( 1 x 245.04 + 0 x 314.16 )
kN
2 2
mm
(IS:800-2007, Cl 10.3.4)
b) Design Strength in Bearing Vdpb
=
Vnpb /
gmb
=
1.25
Vnpb
=
2.5 kb d t f u
gmb
Where,
Where, d
= = 8 mm =
Assuming t kb
nominal dia of bolt 20 mm thick gusset plate 8 mm
=
least of following
=
a) e/3d0
=
b) p/3d0 - 0.25
=
c) f ub/f u
=
d) 1.0
=
Where, f = 36.1 mm p = 60 mm d0 = 22 mm Therefore, kb Vnpb
= =
=
> >
0.5470
2.5 x 0.547 x 20 x 8 x 830 181604
N
Bearing Strength per bolt Vdpb Strength of M20 dia bolt (V1)
= =
145.28 kN 93.94
kN
Hence to transfer design force of 273 kN, No. of M20 bolts required are as follows No. of Bolts required
=
= Hence provide
273 93.94 2.91
Nos.
4 Nos.
of M20 H.S. Bolts
ii) Gusset Plate Design a) Design of length of gusset plate Assume size of weld (W1) =
6 mm
Design strength of weld
=
n Lw t f u 3
gmw
Where, Lw
=
Eff. Length of
t f u
=
Throat thickne
=
410 MPa
gmw
=
1.25
n
=
2 (weld lines)
273
x 10
3
Lw
=
2 x Lw x 0.7 x 6 x 410 3 x 1.25
=
171.62 mm
Provide Length of Gusset Plate as 180 mm b) Design of Thickness of gusset plate
(IS:800-2007, Cl 6.3.1)
Tdn 10
=
0.9 An f u gml
Where, An
b
30
20
b'
273
x 10
3
tg
(b - nd0) tg
b n d0
= =
192.2 2
=
22
tg
=
Thickness of
An
=
148.2 t
f u
=
410
gml
=
1.25
Lc L'
=
=
0.9 x 148.2 x t x 410 1.25
=
6.24 mm
Provide Thickness of Gusset Plate (tg ) as 8 mm c) Buckling Check of Gusset Plate
(IS800-2007, Cl. 7.1.2)
Pd
=
Ae f cd
=
b' x tg
=
1328.8
Where, Ae
f cd Where,
=
2
mm
χ f y
(IS800-2007, Cl. 7.1.2.1)
gmo
f y
=
χ
=
250
MPa 1 2
2 0.5
[φ + (φ - λ ) ]
Where,
Therefore,
φ
=
λ
=
0.5 [1 + α ( λ (f y / f cc)
=
fy (KL'/r) /π E
r
=
tg / 12
α K L'
= = = =
2.31 0.49 1.00 126.35
=
126.35 0.616 0.792
KL' λ φ
= =
2
2
χ
=
0.776
f cd
=
176.364
N/mm
Pd
=
234352.48
N
Pd
=
234.36
kN
2
<
273 N.G
iii) Connection Check for Tension Rupture & Block Shear
(IS:800-2007, CL.12.8.3.2)
a) Check for tension rupture of angle
(IS:800-2007, Cl 6.3.3)
Tdn
=
0.9 An f u
+
β Ago f y
gml
gmo
Where, β
=
≤ (f u gmo/f y gml)
1.4-0.076 (w/t) (f y/f u) (bs/Lc)
≥ 0.7 Where, w Lc bs β
=
0.740
An
=
Area of connected leg
Ago
< >
=
735.76
=
Area of outstanding leg
=
441.96
=
Leg1 x Leg th
2
mm
=
0.9 x 735.76 x 410 1.25
+
Tdn
=
291.526 kN
>
0.74 x 441.96 x 250 1.1 273 kN Hence O.K. … (IS:800-2007, Cl 6.4.2)
= =
85.1 mm 80
Area under shear, (Avg, Avn) 4
L'' 3
Strength in Block shear = min of i)
(Leg1 - nd0) x
mm
L'' b''
b''
=
2
b) Design strength due to block shear T dh
2
76 60 76.20
1.44 0.7
Tdn
1
= = =
Avg
=
1157.36 mm
Avn
=
558.96
Area under Tension ( Atg , Atn ) Atg
=
544
Atn
=
394.4
Tdb
=
Avg f y 3
=
Tdb
=
0.9 Atn f u
gmo
gml
1157.36 x 250 3 x 1.1
=
Tdb
+
+
0.9 x 394.4 x 410 1.25
268.29 kN
ii)
=
Tdb
=
0.9 Avn f u 3
+
gml
Atg f y gmo
0.9 x 558.96 x 410 3 x 1.25
544 x 250 1.1
+
218.90 kN
Therefore, Tdb
=
Tdb
=
min of ( 268.29 , 218.9 ) 218.9 kN
<
273 kN N.G
Summary of connection Weild Size W Weild Size W1 Gusset Plate Thk. Weld length a Weld length b Weld length Lg
= = = = = =
Where, 0 #REF! 0 0 0
mm mm mm mm mm mm
3
62) 62)
1) 1) 1) 1) 1) 1)
2)
kN
ith ear plane ithout ear plane hreads gth Bolts
lt
0.5470 0.6591 2.0244 1.0000 30 mm 50 mm
weld ss
mm mm usset mm MPa
2
0.2) + λ ]
mm mm
mm
kN
mm mm mm
Leg thk. .
..
mm mm
2
mm
2
mm
2
mm
2
mm
SINGLE ANGLE BRACING CONNECTION. 45 Angle Dimension
Axial Capacity
Gusset Plate Dimension tL
Lg
tg
W
Bolt
Db
P
F
G
V1
V2
V3
V4
V5
Design Axial Capacity
1.1 Ag fy
L
mm
mm
mm
mm
mm
mm
Nos.
mm
mm
mm
mm
(kN)
(kN)
(kN)
(kN)
(kN)
(kN)
(kN)
ISA 65 x 65 x 10
1200
65
10
10
130
2
M20
60
30
35
187.88
245.02
184.44
243.18
127.83
127.83
ISA 75 x 75 x 10
1400
75
10
10
160
3
M20
60
35
40
281.82
274.54
254.95
317.19
212.48
212.48
ISA 90 x 90 x 10
1700
90
10
10
170
3
M20
60
40
50
281.82
318.82
270.23
372.50
232.37
ISA 100 x 100 x 10
1900
100
10
10
190
4
M20
60
40
60
375.76
348.34
353.38
439.95
ISA 100 x 100 x 12
2260
100
12
16
190
4
M20
60
40
60
375.76
557.34
608.94
ISA 110 x 110 x 12
2510
110
12
16
210
5
M20
60
45
65
469.70
604.57
ISA 130 x 130 x 12
2990
130
12
16
250
6
M20
60
50
80
563.64
699.03
Member Name
Member Class
A 2
V1 = Bolt Strength V2 = V3 = V4 = V5 =
Tension in Gusset Plate Gusset Plate Buckling Tension rupture of angle Block shear of angle
Bolt Properties Bolt M20 M24 M28
fy Ag/1.1
% Ratio
330.00
272.73
38 / 46
385.00
318.18
55 / 66
232.37
467.50
386.36
49 / 60
297.13
297.13
522.50
431.82
56 / 68
538.06
356.56
356.56
621.50
513.64
57 / 69
725.08
610.76
458.14
458.14
690.25
570.45
66 / 80
873.00
731.21
559.72
559.72
822.25
679.55
68 / 82
Steel Properties : Anb 314.16 452.39 615.75
Asb 245.04 352.86 480.29
Grade of Steel Yield Stress (Min) Ultimate Tensile Stress(min) gm0 gmb
f ub gml
ε nn ns
=
= E250A = 250 410 = 1.1 = 1.25 = 830 = 1.25 = (250/fy) = = 0
Mpa Mpa (Shop Fabrications) Mpa
( PDRP-8320-SP-0016) ( IS:800-2007 Table 1 & IS:2062) ( IS:800-2007 Table 1 & IS:2062) ( IS:800-2007 Table 5, Cl 5.4.1) ( IS:800-2007 Table 5) ( IS:800-2007 Table 5) ( IS:800-2007 Table 5, Cl 5.4.1)
2.29 tg 2.79 tg 3.29 tg 3.29 tg 2.06 tg 2.37 tg 2.68 tg
Ae
L'
λ
r
φ
χ
cd
n
β
L''
go
b''
vg
vn
tg
W'
tn
850
74.14
2.89
0.289
0.56
0.955
216.99
0.961
380
600
79
30
790
350
300
190
159.75
127.83
120.00
1200
84.14
2.89
0.328
0.59
0.935
212.46
1.103
480
700
144
35
1440
780
350
240
259.80
212.48
140.00
1300
94.14
2.89
0.367
0.61
0.915
207.87
0.966
630
850
149
40
1490
830
400
290
281.12
232.37
160.00
1700
94.14
2.89
0.367
0.61
0.915
207.87
1.040
730
950
209
40
2090
1210
400
290
359.85
297.13
180.00
2720
94.14
4.62
0.229
0.53
0.985
223.87
1.104
864
1128
209
40
2508
1452
480
348
431.82
356.56
140.00
3280
104.14
4.62
0.254
0.55
0.973
221.06
1.129
984
1248
274
45
3288
1968
540
408
551.88
458.14
150.00
4000
114.14
4.62
0.278
0.56
0.960
218.25
1.094
1224
1488
339
50
4068
2484
600
468
671.94
559.72
180.00
SINGLE ANGLE BRACING CONNECTION. Angle 45 Dimension Member Name
Cut From Member
Member Class
A mm
2
Gusset Plate Dimension
Axial Capacity
L2
tf
tw
Lg
tg
W
Bolt
Db
P
F
G
V1
V2
V3
V4
V5
Design Axial Capacity
1.1 Ag fy
L1 mm
mm
mm
mm
mm
mm
mm
Nos.
mm
mm
mm
mm
(kN)
(kN)
(kN)
(kN)
(kN)
(kN)
(kN)
Fy*Ag/1.1
% Ratio
CT 81 x 154 x 23
UC 152x152x37
2285
154.40
80.90
11.50
8.00
20
220
8
M20
60
35
85
CT 152 x 165 x 25
UB 305 x 165 x 40
2501
165.00
151.70
10.20
6.00
20
230
10
M20
60
40
86
939.40
950.54
1166.72
563.83
750.44
563.83
687.89
569
81 / 99
3.77 tg
CT 182 x 173 x 42
UB 356 x 171 x 67
4158
173.20
181.70
15.70
9.10
22
250
12
M20
60
39
95
1127.28
1098.85
1483.54
1002.83
1388.43
1002.83
1143.56
945
87 / 106
3.94 tg
CT 230 x 191 x 51
UB 457 x 191 x 82
5100
191.30
230.00
16.00
9.90
25
280
16
M20
60
46
100
1503.04
1382.27
2088.35
1231.44
1883.36
1231.44
1402.56
1159
87 / 106
3.83 tg
CT 301 x 228 x 63
UB 610 x 229 x 101
6299
227.60
301.30
14.80
10.50
30
330
20
M24
72
46
135
2705.40
1909.35
3533.40
1458.40
2579.48
1458.40
1732.23
1432
84 / 101
3.79 tg
V1 = Bolt Strength V2 = V3 = V4 = V5 =
Tension in Gusset Plate Gusset Plate Buckling Tension rupture of angle Block shear of angle
Bolt Properties Bolt M20 M24 M28
751.52
887.96
1019.83
559.16
675.70
Steel Properties : Anb 314.16 452.39 615.75
Asb 245.04 352.86 480.29
Grade of Steel Yield Stress (Min) Ultimate Tensile Stress(min) gm0 gmb
f ub gml
ε nn ns
=
= E250A = 250 410 = 1.1 = 1.25 = 830 = 1.25 = (250/fy) = = 0
Mpa Mpa (Shop Fabrications) Mpa
( PDRP-8320-SP-0016) ( IS:800-2007 Table 1 & IS:2062) ( IS:800-2007 Table 1 & IS:2062) ( IS:800-2007 Table 5, Cl 5.4.1) ( IS:800-2007 Table 5) ( IS:800-2007 Table 5) ( IS:800-2007 Table 5, Cl 5.4.1)
559.16
628.32
519
88 / 107
3.51 tg
Ae
L'
4594
126.04
r
λ
5.77
φ
0.246
f cd
χ
0.54
0.977
221.99
Lc
180.00
Bs
80.90
β
1.253
An
1269.6
Ago
647.2
L''
203.7
Avg
b''
85
4685.1
Avn
2661.1
Atg
977.5
Atn
724.5
828.63
675.70
5310
136.14
5.77
0.265
0.55
0.967
219.72
240.00
151.70
0.964
1234.2
910.2
268.5
86
5477.4
3233.4
877.2
652.8
911.43
750.44
6690.2
139.84
6.35
0.248
0.54
0.976
221.75
300.00
181.70
1.075
2028.44
1653.47
328.1
95
10302.34
6157.54
1491.5
1146.1
1690.16
1388.43
9391.25
155.44
7.22
0.242
0.54
0.978
222.37
420.00
230.00
1.035
2356.8
2277
454.65
100
14548.8
8916.8
1600
1248
2277.44
1883.36
15759
174.24
8.66
0.226
0.53
0.987
224.21
648.00
301.30
0.961
2598.88
3163.65
681.3
135
20166.48
12470.48
1998
1613.2
3122.38
2579.48
1 2
2 3
Cut Tee Mark
Cut Tee from Beam
1
CT 102 x 133 x 16
2
CT 103 x 134 x 19
3
CT 126 x 146 x 19
4 5 6
1
3 4
4 5
5 6
6 7
7 8
Sectional Weight
Total Depth
Flange Width
UB 203 x 133 x 25
12.55
101.60
133.20
5.70
UB 203 x 133 x 30
15.00
103.40
133.90
6.40
UB 254 x 146 x 31
15.55
125.70
146.10
6.00
CT 128 x 146 x 23
UB 254 x 146 x 37
18.50
128.00
146.40
CT 130 x 147 x 27
UB 254 x 146 x 43
21.50
129.80
147.30
CT 152 x 165 x 25
UB 305 x 165 x 40
20.15
151.70
165.00
7
CT 153 x 166 x 29
UB 305 x 165 x 46
23.05
153.30
8
CT 155 x 167 x 34
UB 305 x 165 x 54
27.00
9
CT 176 x 171 x 28
UB 356 x 171 x 45
10
CT 178 x 172 x 32
11
8 9
9 10
10 11
11 12
12 13
13
14 14
15 16
17
18 18
19
19 20
20 21
7.80
7.60
15.51
2340.00
307.60
230.30
46.20
257.70
70.94
8.56
3.10
66
79
70
9.60
7.60
18.55
2896.00
384.70
280.00
57.50
314.40
88.22
8.71
3.17
66
80
70
8.60
7.60
19.33
4413.00
447.50
351.10
61.30
393.10
94.13
10.55
3.36
76
80
75
6.30
10.90
7.60
22.99
5537.00
570.60
432.60
78.00
483.20
119.40
10.83
3.48
76
80
80
7.20
12.70
7.60
26.68
6544.00
677.40
504.10
92.00
566.30
141.10
10.93
3.52
77
81
80
6.00
10.20
8.90
25.01
8503.00
764.40
560.50
92.60
623.10
141.70
12.87
3.86
86
87
86
165.70
6.70
11.80
8.90
28.64
9899.00
895.70
645.70
108.00
720.00
165.50
12.98
3.90
87
88
87
155.20
166.90
7.90
13.70
8.90
33.50
11700.00
1063.00
753.60
127.00
846.10
195.60
13.04
3.93
88
89
88
22.50
175.70
171.10
7.00
9.70
10.20
27.88
12070.00
811.10
686.70
94.81
774.60
146.60
14.51
3.76
87
93
90
UB 356 x 171 x 51
25.50
177.50
171.50
7.40
11.50
10.20
31.58
14140.00
968.30
796.40
112.90
896.00
174.20
14.76
3.86
87
94
90
CT 179 x 172 x 35
UB 356 x 171 x 57
28.50
179.00
172.20
8.10
13.00
10.20
35.31
16040.00
1108.00
896.00
128.70
1010.00
198.80
14.87
3.91
88
94
90
12
CT 182 x 173 x 42
UB 356 x 171 x 67
33.55
181.70
173.20
9.10
15.70
10.20
41.58
19460.00
1362.00
1071.00
157.30
1211.00
243.00
15.09
3.99
89
95
95
13
CT 201 x 178 x 34
UB 406 x 178 x 54
27.05
201.30
177.70
7.70
10.90
10.20
33.61
18720.00
1021.00
930.00
115.00
1055.00
178.30
16.48
3.85
88
100
100
14
CT 203 x 178 x 37
UB 406 x 178 x 60
30.05
203.20
177.90
7.90
12.80
10.20
37.31
21600.00
1203.00
1063.00
135.00
1199.00
209.00
16.80
3.97
88
100
100
15
CT 205 x 179 x 42
UB 406 x 178 x 67
33.55
204.70
178.80
8.80
14.30
10.20
41.69
24330.00
1365.00
1189.00
153.00
1346.00
236.60
16.87
3.99
89
101
100
16
CT 206 x 180 x 46
UB 406 x 178 x 74
37.10
206.40
179.50
9.50
16.00
10.20
46.05
27310.00
1545.00
1323.00
172.00
1501.00
267.00
17.00
4.04
90
102
100
17
CT 227 x 190 x 42
UB 457 x 191 x 67
33.55
226.70
189.90
8.50
12.70
10.20
41.77
29380.00
1452.00
1296.00
152.90
1471.00
237.30
18.54
4.12
99
100
100
18
CT 229 x 190 x 46
UB 457 x 191 x 74
37.15
228.50
190.40
9.00
14.50
10.20
46.22
33320.00
1671.00
1458.00
175.50
1653.00
272.10
18.76
4.20
99
100
100
19
CT 230 x 191 x 51
UB 457 x 191 x 82
41.00
230.00
191.30
9.90
16.00
10.20
51.00
37050.00
1871.00
1611.00
195.60
1831.00
303.90
18.83
4.23
99
100
100
22
CT 264 x 209 x 51
UB 533 x 210 x 82
41.10
264.15
208.80
9.60
13.20
12.70
51.02
47540.00
2007.00
1800.00
192.30
2059.00
300.40
21.31
4.38
101
103
101
23
CT 267 x 209 x 57
UB 533 x 210 x 92
46.05
266.55
209.30
10.10
15.60
12.70
57.21
55230.00
2389.00
2072.00
228.30
2360.00
355.60
21.69
4.51
100
119
115
27
CT 301 x 228 x 63
UB 610 x 229 x 101
50.60
301.30
227.60
10.50
14.80
12.70
62.99
75780.00
2915.00
2515.00
256.00
2881.00
400.20
24.24
4.75
101
138
135
31
CT 76 x 152 x 14
UC 152x152x23
11.50
76.20
152.20
5.80
6.80
7.60
14.18
1250.00
399.90
164.00
52.55
182.00
80.16
6.54
3.70
76
86
80
32
CT 79 x 153 x 19
UC 152x152x30
15.00
78.80
152.90
6.50
9.40
7.60
18.58
1748.00
560.50
221.80
73.31
247.70
111.60
6.76
3.83
77
87
85
33
CT 81 x 154 x 23
UC 152x152x37
18.50
80.90
154.40
8.00
11.50
7.60
22.85
2210.00
706.20
273.20
91.48
308.80
139.60
6.85
3.87
78
88
85
34
CT 102 x 204 x 29
UC 203 x 203 X 46
23.05
101.60
203.60
7.20
11.00
10.20
28.52
4568.00
1548.00
449.60
152.10
497.40
230.90
8.82
5.13
97
114
110
35
CT 103 x 204 x 32
UC 203 x 203 X 52
26.00
103.10
204.30
7.90
12.50
10.20
32.20
5259.00
1778.00
510.10
174.00
567.40
264.20
8.91
5.18
98
114
110
36
CT 105 x 206 x 37
UC 203 x 203 X 60
30.00
104.80
205.80
9.40
14.20
10.20
37.07
6125.00
2065.00
584.40
200.60
656.10
305.30
8.96
5.20
99
116
115
39
CT 127 x 255 x 45
UC 254 X 254 X 73
36.55
127.05
254.60
8.60
14.20
12.70
45.25
11420.00
3908.00
897.90
307.00
992.10
465.40
11.07
6.48
99
165
120
44
CT 154 x 305 x 60
UC 305 x 305 x 97
48.45
153.95
305.30
9.90
15.40
15.20
59.97
22250.00
7308.00
1445.00
478.70
1592.00
726.10
13.42
7.69
100
215
200
UB 203 x 133 x 25
CT 102 x 133 x 16
UB 203 x 133 x 30
CT 103 x 134 x 19
UB 254 x 146 x 31
CT 126 x 146 x 19
UB 254 x 146 x 37
CT 128 x 146 x 23
UB 254 x 146 x 43
CT 130 x 147 x 27
UB 305 x 165 x 40
CT 152 x 165 x 25
UB 305 x 165 x 46
CT 153 x 166 x 29
UB 305 x 165 x 54
CT 155 x 167 x 34
UB 356 x 171 x 45
CT 176 x 171 x 28
UB 356 x 171 x 51
CT 178 x 172 x 32
UB 356 x 171 x 57
CT 179 x 172 x 35
UB 356 x 171 x 67
CT 182 x 173 x 42
UB 406 x 178 x 54
CT 201 x 178 x 34
UB 406 x 178 x 60
CT 203 x 178 x 37
UB 406 x 178 x 67
CT 205 x 179 x 42
UB 406 x 178 x 74
CT 206 x 180 x 46
UB 457 x 191 x 67
CT 227 x 190 x 42
UB 457 x 191 x 74
CT 229 x 190 x 46
UB 457 x 191 x 82
CT 230 x 191 x 51
UB 457 x 191 x 89
CT 232 x 192 x 56
UB 457 x 191 x 98
CT 234 x 193 x 61
UB 533 x 210 x 82
CT 264 x 209 x 51
UB 533 x 210 x 92
CT 267 x 209 x 57
UB 533 x 210 x 101
CT 268 x 210 x 63
UB 533 x 210 x 109
CT 270 x 211 x 68
UB 533 x 210 x 122
CT 272 x 212 x 76
UB 610 x 229 x 101
CT 301 x 228 x 63
UB 610 x 229 x 113
CT 304 x 228 x 70
UB 610 x 229 x 125
CT 306 x 229 x 78
UB 610 x 229 x 140
CT 309 x 230 x 87
UC 152x152x23
CT 76 x 152 x 14 CT 79 x 153 x 19
UC 152x152x37
CT 81 x 154 x 23
UC 203 x 203 X 46
CT 102 x 204 x 29
UC 203 x 203 X 52
CT 103 x 204 x 32
UC 203 x 203 X 60
CT 105 x 206 x 37
Plastic Sectional Modulus
16 17
Area of section
Moment of Inertia
Elastic Sectional Modulus
15
Root radius
UC 152x152x30
Thickness of Thickness of Web Flange
Radius of gyration
21
22 22
23
Guage Distance
23 24
24 25
31 26
Section Classification
101.60 84.20 108.50 106.20 104.40 131.30 129.70 127.80 156.30 154.50 153.00 150.30 179.50 177.60 176.10 174.40 201.30 199.50 198.00 237.75 235.35 271.70 62.60 60.00 57.90 79.60 78.10 76.40 98.65 123.15
66.60 66.95 73.05 73.20 73.65 82.50 82.85 83.45 85.55 85.75 86.10 86.60 88.85 88.95 89.40 89.75 94.95 95.20 95.65 104.40 104.65 113.80 76.10 76.45 77.20 101.80 102.15 102.90 127.30 152.65
8.54 6.97 8.49 6.72 5.80 8.09 7.02 6.09 8.82 7.46 6.62 5.52 8.15 6.95 6.25 5.61 7.48 6.57 5.98 7.91 6.71 7.69 11.19 8.13 6.71 9.25 8.17 7.25 8.96 9.91
17.82 13.16 18.08 16.86 14.50 21.88 19.36 16.18 22.33 20.88 18.89 16.52 23.31 22.48 20.01 18.36 23.68 22.17 20.00 24.77 23.30 25.88 10.79 9.23 7.24 11.06 9.89 8.13 11.47 12.44
Plastic Plastic Plastic Plastic Plastic Plastic Plastic Plastic Plastic Plastic Plastic Plastic Plastic Plastic Plastic Plastic Plastic Plastic Plastic Plastic Plastic Plastic Compact Plastic Plastic Plastic Plastic Plastic Plastic Semi Compact
O.K 31.6 O.K 31.95 O.K 35.55 O.K 33.2 O.K 33.65 O.K 39.5 O.K 39.35 O.K 39.45 O.K 40.55 O.K 40.75 O.K 41.1 O.K 39.1 O.K 38.85 O.K 38.95 O.K 39.4 O.K 39.75 O.K 44.95 O.K 45.2 O.K 45.65 O.K 53.9 O.K 47.15 O.K 46.3 O.K 36.1 O.K 33.95 O.K 34.7 O.K 46.8 O.K 47.15 O.K 45.4 O.K 67.3 O.K 52.65
1
1 2
2 3
Cut Tee Mark
Cut Tee from Beam
UC 203 x 203 X 71
CT 108 x 206 x 44
UC 203 x 203 X 86
CT 111 x 209 x 53
UC 254 X 254 X 73
CT 127 x 255 x 45
UC 254 X 254 X 89
CT 130 x 256 x 55
UC 254 X 254 X 107
CT 133 x 259 x 66
UC 254 X 254 X 132
CT 138 x 261 x 81
UC 254 X 254 X 167
CT 145 x 265 x 103
UC 305 x 305 x 97
CT 154 x 305 x 60
UC 305 x 305 x 118
CT 157 x 307 x 73
UC 305 x 305 x 137
CT 160 x 309 x 85
UC 305 x 305 x 158
CT 164 x 311 x 98
UC 305 x 305 x 198
CT 170 x 315 x 122
UC 305 x 305 x 240
CT 176 x 318 x 148
UC 305 x 305 x 283
CT 183 x 322 x 173
UC 356 x 368 x 129
CT 178 x 369 x 80
UC 356 x 368 x 153
CT 181 x 371 x 95
UC 356 x 368 x 177
CT 184 x 373 x 110
UC 356 x 368 x 202
CT 187 x 375 x 125
3 4 Sectional Weight
4 5
5 6 Total Depth
6 7 Flange Width
7 8
Thickness of Thickness of Web Flange
8 9 Root radius
9 10 Area of section
10 11
11 12
Moment of Inertia
12 13
13
14 14
Elastic Sectional Modulus
15
15 16
Plastic Sectional Modulus
16 17
17
18 18
Radius of gyration
19
19 20 Guage Distance
20 21
21
22 22
23
23 24
24 25
Section Classification
31 26
Sectional properties of equal angles
1
2
Sr. No.
Designation
1 2 3 4 5 6 7 8 9 10 11 12 13
ISA 20 x 20 x 3
14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35
ISA 40 x 40 x 4
ISA 20 x 20 x 4 ISA 25 x 25 x 3 ISA 25 x 25 x 4 ISA 25 x 25 x 5 ISA 30 x 30 x 3 ISA 30 x 30 x 4 ISA 30 x 30 x 5 ISA 35 x 35 x 3 ISA 35 x 35 x 4 ISA 35 x 35 x 5 ISA 35 x 35 x 6 ISA 40 x 40 x 3 ISA 40 x 40 x 5 ISA 40 x 40 x 6 ISA 45 x 45 x 3 ISA 45 x 45 x 4 ISA 45 x 45 x 5 ISA 45 x 45 x 6 ISA 50 x 50 x 3 ISA 50 x 50 x 4 ISA 50 x 50 x 5 ISA 50 x 50 x 6 ISA 55 x 55 x 5 ISA 55 x 55 x 6 ISA 55 x 55 x 8 ISA 55 x 55 x 10 ISA 60 x 60 x 5 ISA 60 x 60 x 6 ISA 60 x 60 x 8 ISA 60 x 60 x 10 ISA 65 x 65 x 5 ISA 65 x 65 x 6 ISA 65 x 65 x 8
3
Leg Length
4 Leg Thk.
20 20 25 25 25 30 30 30 35 35 35 35 40
3 4 3 4 5 3 4 5 3 4 5 6 3
40 40 40 45 45 45 45 50 50 50 50 55 55 55 55 60 60 60 60 65 65 65
4 5 6 3 4 5 6 3 4 5 6 5 6 8 10 5 6 8 10 5 6 8
5
6
Mas s
A r ea 2
7
8
C z
C Y
(N/m)
(m m )
(m m )
(m m )
9
112
5.9
5.9
11
145
6.3
6.3
11
141
7.1
7.1
14
184
7.5
7.5
18
225
7.9
7.9
14
173
8.3
8.3
18
226
8.7
8.7
22
277
9.2
9.2
16
203
9.5
9.5
21
266
10.0
10.0
26
327
10.4
10.4
30
386
10.8
10.8
18
234
10.8
10.8
24
307
11.2
11.2
30
378
11.6
11.6
35
447
12.0
12.0
21
264
12.0
12.0
27
347
12.5
12.5
34
428
12.9
12.9
40
507
13.3
13.3
23
295
13.2
13.2
30
388
13.7
13.7
38
479
14.1
14.1
45
568
14.5
14.5
41
527
15.3
15.3
49
626
15.7
15.7
64
818
16.5
16.5
79
1000
17.2
17.2
45
575
16.5
16.5
54
684
16.9
16.9
70
896
17.7
17.7
86
1100
18.5
18.5
49
625
17.7
17.7
58
744
18.1
18.1
77
976
18.9
18.9
36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72
ISA 65 x 65 x 10 ISA 70 x 70 x 5 ISA 70 x 70 x 6 ISA 70 x 70 x 8 ISA 70 x 70 x 10 ISA 75 x 75 x 5 ISA 75 x 75 x 6 ISA 75 x 75 x 8 ISA 75 x 75 x 10 ISA 80 x 80 x 6 ISA 80 x 80 x 8 ISA 80 x 80 x 10 ISA 80 x 80 x 12 ISA 90 x 90 x 6 ISA 90 x 90 x 8 ISA 90 x 90 x 10 ISA 90 x 90 x 12 ISA 100 x 100 x 6 ISA 100 x 100 x 8 ISA 100 x 100 x 10 ISA 100 x 100 x 12 ISA 110 x 110 x 8 ISA 110 x 110 x 10 ISA 110 x 110 x 12 ISA 110 x 110 x 16 ISA 130 x 130 x 8 ISA 130 x 130 x 10 ISA 130 x 130 x 12 ISA 130 x 130 x 16 ISA 150 x 150 x 10 ISA 150 x 150 x 12 ISA 150 x 150 x 16 ISA 150 x 150 x 20 ISA 200 x 200 x 12 ISA 200 x 200 x 16 ISA 200 x 200 x 20 ISA 200 x 200 x 25
65 70 70 70 70 75 75 75 75 80 80 80 80 90 90 90 90 100 100 100 100 110 110 110 110 130 130 130 130 150 150 150 150 200 200 200 200
10 5 6 8 10 5 6 8 10 6 8 10 12 6 8 10 12 6 8 10 12 8 10 12 16 8 10 12 16 10 12 16 20 12 16 20 25
94
1200
19.7
19.7
53
677
18.9
18.9
63
806
19.4
19.4
83
1060
20.2
20.2
102
1300
21.0
21.0
57
727
20.2
20.2
68
866
20.6
20.6
89
1140
21.4
21.4
110
1400
22.2
22.2
73
929
21.8
21.8
96
1220
22.7
22.7
118
1500
23.4
23.4
140
1780
24.2
24.2
82
1050
24.2
24.2
108
1380
25.1
25.1
134
1700
25.9
25.9
158
2020
26.6
26.6
92
1170
26.7
26.7
121
1540
27.6
27.6
149
1900
28.4
28.4
177
2260
29.2
29.2
134
1710
30.0
30.0
166
2110
30.9
30.9
197
2510
31.7
31.7
257
3280
33.2
33.2
159
2030
35.0
35.0
197
2510
35.9
35.9
235
2990
36.7
36.7
307
3920
38.2
38.2
229
2920
40.8
40.8
273
3480
41.6
41.6
358
4560
43.1
43.1
441
5620
44.6
44.6
369
4690
53.9
53.9
485
6180
55.6
55.6
600
7640
57.1
57.1
739
9410
59.0
59.0
9 I z 4
10
11
12
13
14
I Y 4
r z
r Y
r u max
r v min
(m m )
(m m )
(m m )
(c m )
(c m )
(m m )
0.4
0.4
5.8
5.8
7.3
0.5
0.5
5.8
5.8
0.8
0.8
7.3
1
1
1.2
15
16
Z z 3
Z Y 3
17 Z z 3
(c m )
(c m )
(c m )
3.7
0.3
0.3
0.52
7.2
3.7
0.4
0.4
0.67
7.3
9.3
4.7
0.4
0.4
0.84
7.3
7.3
9.1
4.7
0.6
0.6
1.08
1.2
7.2
7.2
9.1
4.7
0.7
0.7
1.31
1.4
1.4
8.9
8.9
11.3
5.7
0.6
0.6
1.23
1.8
1.8
8.9
8.9
11.2
5.7
0.8
0.8
1.59
2.1
2.1
8.8
8.8
11.1
5.7
1.0
1.0
1.93
2.3
2.3
10.5
10.5
13.3
6.7
0.9
0.9
1.69
2.9
2.9
10.5
10.5
13.2
6.7
1.2
1.2
2.20
3.5
3.5
10.4
10.4
13.1
6.7
1.4
1.4
2.68
4.1
4.1
10.3
10.3
12.9
6.7
1.7
1.7
3.14
3.4
3.4
12.1
12.1
15.4
7.7
1.2
1.2
2.23
4.5
4.5
12.1
12.1
15.3
7.7
1.6
1.6
2.91
5.4
5.4
12.0
12.0
15.1
7.7
1.9
1.9
3.56
6.3
6.3
11.9
11.9
15.0
7.7
2.3
2.3
4.18
5
5
13.8
13.8
17.4
8.7
1.5
1.5
2.85
6.5
6.5
13.7
13.7
17.3
8.7
2
2
3.72
7.9
7.9
13.6
13.6
17.2
8.7
2.5
2.5
4.56
9.2
9.2
13.5
13.5
17.0
8.7
2.9
2.9
5.37
6.9
6.9
15.3
15.3
19.4
9.7
1.9
1.9
3.54
9.1
9.1
15.3
15.3
19.3
9.7
2.5
2.5
4.63
11
11
15.2
15.2
19.2
9.7
3.1
3.1
5.68
12.9
12.9
15.1
15.1
19.0
9.6
3.6
3.6
6.70
14.7
14.7
16.7
16.7
21.1
10.6
3.7
3.7
6.93
17.3
17.3
16.6
16.6
21.0
10.6
4.4
4.4
8.19
22
22
16.4
16.4
20.7
10.6
5.7
5.7
10.58
26.3
26.3
16.2
16.2
20.3
10.6
7
7
12.83
19.2
19.2
18.2
18.2
23.1
11.6
4.4
4.4
8.31
22.6
22.6
18.2
18.2
22.9
11.5
5.2
5.2
9.82
29
29
18.0
18.0
22.7
11.5
6.8
6.8
12.72
34.8
34.8
17.8
17.8
22.3
11.5
8.4
8.4
15.46
24.7
24.7
19.9
19.9
25.1
12.6
5.2
5.2
9.81
29.1
29.1
19.8
19.8
25.0
12.6
6.2
6.2
11.61
37.4
37.4
19.6
19.6
24.7
12.5
8.1
8.1
15.06
45
45
19.4
19.4
24.4
12.5
9.9
9.9
18.34
31.1
31.1
21.5
21.5
27.1
13.6
6.1
6.1
11.44
36.8
36.8
21.4
21.4
27.0
13.6
7.3
7.3
13.54
47.4
47.4
21.2
21.2
26.7
13.5
9.5
9.5
17.60
57.2
57.2
21.0
21.0
26.4
13.5
11.7
11.7
21.46
38.7
38.7
23.1
23.1
29.2
14.6
7.1
7.1
13.19
45.7
45.7
23.0
23.0
29.1
14.6
8.4
8.4
15.63
59
59
22.8
22.8
28.8
14.5
11
11
20.34
71.4
71.4
22.6
22.6
28.4
14.5
13.5
13.5
24.84
56
56
24.6
24.6
31.1
15.6
9.6
9.6
17.86
72.5
72.5
24.4
24.4
30.8
15.5
12.6
12.6
23.28
87.7
87.7
24.1
24.1
30.4
15.5
15.5
15.5
28.47
102
102
23.9
23.9
30.1
15.4
18.3
18.3
33.44
80.1
80.1
27.7
27.7
35.0
17.5
12.2
12.2
22.78
104
104
27.5
27.5
34.7
17.5
16
16
29.76
127
127
27.3
27.3
34.4
17.4
19.8
19.8
36.47
148
148
27.1
27.1
34.1
17.4
23.3
23.3
42.93
111
111
30.9
30.9
39.1
19.5
15.2
15.2
28.30
145
145
30.7
30.7
38.8
19.5
20
20
37.05
177
177
30.5
30.5
38.5
19.4
24.7
24.7
45.48
207
207
30.3
30.3
38.2
19.4
29.2
29.2
53.61
197
197
34.0
34.0
42.8
21.8
24.6
24.6
45.13
240
240
33.7
33.7
42.5
21.6
30.4
30.4
55.48
281
281
33.5
33.5
42.2
21.5
35.9
35.9
65.50
357
357
33.0
33.0
41.5
21.4
46.5
46.5
84.62
331
331
40.4
40.4
51.0
25.9
34.9
34.9
63.69
405
405
40.2
40.2
50.7
25.7
43.1
43.1
78.48
476
476
39.9
39.9
50.3
25.6
51
51
92.86
609
609
39.4
39.4
49.7
25.4
66.3
66.3
120.48
634
634
46.6
46.6
58.7
29.8
58
58
105.48
746
746
46.3
46.3
58.4
29.7
68.8
68.8
125.03
959
959
45.8
45.8
57.7
29.4
89.7
89.7
162.74
1160
1160
45.3
45.3
57.1
29.3
110
110
198.73
1830
1830
62.4
62.4
78.7
39.9
125
125
226.44
2370
2370
61.9
61.9
78.0
39.6
164
164
296.37
2880
2880
61.4
61.4
77.3
39.3
201
201
363.80
3470
3470
60.7
60.7
76.1
39.1
246
246
444.82
55
G
(mm)
12.00 12.00 15.00 15.00 15.00 17.00 17.00 17.00 19.00 19.00 19.00 19.00 21.00 21.00 21.00 21.00 25.00 25.00 25.00 25.00 28.00 28.00 28.00 28.00 30.00 30.00 30.00 30.00 35.00 35.00 35.00 35.00 35.00 35.00 35.00
Leg Size 20 25 30 35 40 45 50 55 60 65 70 75 80 90 95 100 110 115 125 130 150 200
G 12 15 17 19 21 25 28 30 35 35 40 40 45 50 55 60 65 70 75 80 90 115
