Bearing Connection Bolt Table
SR No Description of bolt Bolt Diameter, mm Grade of Bolts Fu, N/mm^2 Fy, N/mm^2 Shank Area of Bolt, mm^2 d2, Pitch diameter H, Height of triangle
1 M16 16 8.8 800 640 201.0 15.35 13.3
2 M20 20 8.8 800 640 314.0 19.4 16.8
3 M24 24 8.8 800 640 452.2 23.4 20.2
4 M30 30 8.8 800 640 706.5 29.4 25.4
5 M36 36 8.8 800 640 1017.4 35.0 30.3
d1, Minor diameter of thread d3, Minor diameter Thread Area of Bolt, mm^2 Thread Area As per Code Tension Capacity, kN Shear Capacity, kN
14.917 12.7 154.4 157.0 90 57
18.9 16.1 247.0 245.0 141 91
22.9 19.5 361.1 353.0 203 133
28.9 24.7 572.9 561.0 323 212
34.4 29.3 812.6 817.0 471 300
This table should be used for working stress calculations
PLATES THICKNESS ISPL (MM) AS Kb=0.5
PER IS1730 & IS 2062 Grade M20 M24 M30 M36 for edge distance
E350BR for Pitch
5 41 49 62 74
6 49 59 74 89
8 66 79 98 118
10 82 98 123 148
12 98 118 148 177
16 131 157 197 236
18 148 177 221 266
20 164 197 246 295
22 180 216 271 325
25 205 246 308 369
28 230 276 344 413
32 262 315 394 472
36 295 354 443 531
40 328 394 492 590
45 369 443 554 664
50 410 492 615 738
56 459 551 689 827
63 517 620 775 930
1.25*do
2.5*do
ROLLED SECTION CLASS VERIFICATION
ANGLE As Per IS2062
Grade CLASS Area, mm^2 Leg1
E250BR/E350BR
ISA50x50x6 Plastic 568 50
ISA65x65x6 Semi-compact 744 65
ISA75x75x6 Semi-compact 866 75
ISA75x75x10 Semi-compact 1400 75
ISA90x90x6 Semi-compact 1050 90
ISA90x90x8 Semi-compact 1380 90
ISA90x90x10 Semi-compact 1710 90
ISA100x100x6 Semi-compact 1170 100
ISA100x100x8 Semi-compact 1540 100
ISA110x110x8 Semi-compact 1710 110
ISA110x110x10 Semi-compact 2110 110
ISA130x130x10 Semi-compact 2510 130
ISA130x130x12 Semi-compact 2990 130
ISA150x150x10 Semi-compact 2920 150
ISA150x150x12 Semi-compact 3480 150
ISA200x200x12 Semi-compact 4690 200
BEAMS As Per IS2062
Grade CLASS Area, cm^2 d, mm
E250BR/E350BR
Beam ISMB 100 Plastic 11.4 100
Beam ISMB 125 Plastic 16.6 125
Beam ISMB 150 Plastic 19.1 150
Beam ISMB 200 Plastic 32.33 200
Beam ISMB 250 Plastic 47.55 250
col ISMB 300 Plastic 56.26 300
col ISMB 350 Plastic 66.71 350
col ISMB 400 Plastic 78.46 400
col ISMB 450 Plastic 92.27 450
col ISMB 500 Plastic 110.74 500
col ISMB 550 Plastic 132.11 550
col ISMB 600 Plastic 156.21 600
NPB 200X25.1 Plastic 32 202
NPB 250X34.1 Plastic 43.4 258
NPB 300X45.8 Plastic 58.3 313
NPB 350X50.2 Plastic 64 357.6
NPB 400X57.3 Plastic 73.1 397
NPB 450X67.1 Plastic 85.5 447
NPB 500X79.4 Plastic 101.3 497
NPB 550X92.1 Plastic 117.3 547
NPB 600X122.4 Plastic 156 600
NPB 600X154.47 Plastic 196.8 610
NPB 700X128.4 Plastic 163.6 695
NPB 700X171.48 Plastic 218.4 709
NPB 750X145.3 Plastic 185.1 750
NPB 750X202.49 Plastic 257.9 770
WPB 300X69.8 Plastic 88.9 283
WPB 340X78.9 Plastic 100.5 320
WPB 400X92.4 Plastic 117.7 378
WPB 400X155.3 Plastic 197.8 400
WPB 450X99.7 Plastic 127.1 425
WPB 450X171.12 Plastic 218 450
WPB 500X129.7 Plastic 165.3 480
WPB 500X187.34 Plastic 238.6 500
WPB 600X129 Plastic 164.1 571
WPB 600X177.8 Plastic 226.5 590
WPB 600X211.9 Plastic 270 600
WPB 600X285.48 Plastic 363.7 620
WPB 700X204.5 Plastic 260.5 690
WPB 700X240.51 Plastic 306.4 700
WPB 700X300.7 Plastic 383 716
WPB 800X224 Plastic 285.8 790
WPB 800X317 Plastic 404.3 814
WPB 850X253.7 Plastic 323.2 859
WPB 900X291.4 Plastic 371.3 900
WPB 900X198.01 Plastic 252.2 870
WPB 900X251.6 Plastic 320.5 890
UB 203X30 Plastic 38.21 206.8
UB 406X74 Plastic 95 412.8
I1600X600X63X50 Plastic 1493.0 1600
I1600X550X63X40 Plastic 1282.6 1600
I1500X500X63X50 Plastic 1317.0 1500
I1500X350X63X50 Plastic 1128.0 1500
I1400X500X63X45 Plastic 1203.3 1400
I1200X400X63X50 Plastic 1041.0 1200
I1200X450X63X40 Plastic 996.6 1200
I1200X400X50X36 Plastic 796.0 1200
I1150X350X63X50 Plastic 953.0 1150
I1000X400X63X40 Plastic 853.6 1000
I1000X400X50X36 Plastic 724.0 1000
I1000X300X45X36 Plastic 597.6 1000
I1000X250X63X40 Plastic 664.6 1000
I900x425x63x63 Plastic 1023.1 900
I900X425X36X20 Plastic 471.6 900
I800X300X50X40 Plastic 580.0 800
I700X400X50X40 Plastic 640.0 700
I600X300X63X40 Plastic 567.6 600
I450X300X63X63 Plastic 582.1 450
I450X300X50X36 Plastic 426.0 450
I325X300X95X50 Plastic 637.5 325
UB 457X74 Plastic 95 462
UB 533X92 Plastic 117 533.1
UB 254X31 Plastic 39.68 251.4
UB 254X37 Plastic 47.17 256
UB 254X43 Plastic 54.77 259.6
UB 305X46 Plastic 58.75 306.6
UB 356X57 Plastic 72.56 358
UB 406X67.1 Plastic 85.54 409.4
UB 457X67 Plastic 94.63 457
UB 533X82.2 Plastic 117.4 533.1
UB 533X122 Plastic 155.4 544.5
UB 610X140 Plastic 178.2 617.2
UC 152X30 Plastic 38.26 157.6
UC 203X46 Plastic 58.73 203.2
UC 203X60 Plastic 76.27 209.6
UC 254X73 Plastic 93.1 254.1
UC 254x 89 Plastic 113.3 260.3
UC 254X107 Plastic 138 266.7
UC 305X240 Plastic 307 352.5
UC 305X118 Plastic 150.2 314.5
UC 305X198 Plastic 254 339.9
UC 305X137 Plastic 174.4 320.5
UC 305X97 Plastic 125 307.9
UC 356X129 Plastic 166 355.6
UC 356X153 Plastic 172 362
UC 356X177 Plastic 227 368.2
MC 75 Plastic 9.1 75
MC100 Plastic 12.2 100
MC125 Plastic 16.7 125
MC150 Plastic 21.3 150
MC175 Plastic 24.9 175
MC200 Plastic 28.5 200
MC250 Plastic 39 250
PLATES THICKNESS
ISPL (MM) AS PER
IS1730 & IS 2062
Grade E350BR
PLATES THICKNESS
ISPL (MM) AS PER
IS1730 & IS 2062
Grade E350BR
5
6
8
10
12
16
18
20
22
25
28
32
36
40
45
50
56
63
SHIM /SHEET PLATE
ISSH THICKNESS
(MM) AS PER IS1730
0.5
1
1.25
1.8
2
2.5
4
CIRCULAR HOLLOW SECTIONS (OUTSIDE DIA) CHS AS PER IS1161, YST
310 GRADE
THICKNESS
NOMINAL BORE (MM) OUTSIDE DIAMETER (MM)
(MM)
32 42.4 3.2
50 60.3 4
80 88.9 4.8
100 114.3 5.4
125 139.7 5.4
150 165.1 5.4
200 219.1 8
200 219.1 10
250 273 8
250 273 10
300 323.9 8
300 323.9 10
SQUARE HOLLOW SECTIONS (YST310 GRADE) AS
PER IS4923
SIZE BXB (MM) THICKNESS (MM)
50X50 4.5
60X60 4.8
80X80 4.8
100X100 6
150X150 8
60X60 4.8
80X80 4.8
100X100 6
150X150 8
180X180 8
220X220 8
220X220 10
250X250 8
250X250 10
CHANNEL As Per
IS2062 Grade CLASS
E250BR/E350BR
ISMC75 Plastic
ISMC100 Plastic
ISMC125X13.7 Plastic
ISMC150 X16.8 Plastic
ISMC200X24.3 Plastic
ISMC250X30.6 Plastic
ISMC300X462.2 Plastic
ISMC350 Plastic
ISMC400 Plastic
WELD SIZE,
leg2 thickness, mm Gauge 1,mm Gusset, mm
mm
50 6 28 10 6
65 6 35 10 6
75 6 40 10 6
75 10 40 10 8
90 6 50 10 6
90 8 50 10 8
90 10 50 12 10
100 6 60 12 6
100 8 60 12 8
110 8 65 12 8
110 10 65 12 8
130 10 80 12 8
130 12 80 12 10
150 10 90 16 10
150 12 90 16 10
200 12 115 16 12
bf, mm tf, mm tw, mm Ixx, cm4 Zx, cm3
75 7.2 4.7 182 36.4
75 8 5 449 71.8
80 7.6 4.8 726.4 96.9
100 10.8 5.7 2235.4 211.5
125 12.5 6.9 5131.6 410.5
140 12.4 7.5 8603.6 573.6
140 14.2 8.1 13630.3 778.9
140 16 8.9 20458.4 1022.9
150 17.4 9.4 30390.8 1350.7
180 17.2 10.2 45218.3 1808.7
190 19.3 11.2 64893.6 2359.8
210 20.8 12 91813 3060.4
102 9.5 6.2 2211 218.9
146 9.2 6.1 5120 396.9
166 11.2 6.6 10210 652.4
170 11.5 6.6 14515 811.8
180 12 7 20293 1022.3
190 13.1 7.6 29579 1323.4
200 14.5 8.4 42933 1727.7
210 15.7 9 59979 2193.0
220 19 12 92083 3069.4
224 24 15 118302 3878.8
250 16.5 11.5 128015 3683.9
250 23.5 14.5 178390 5032.2
265 16.6 13.2 161958 4318.9
270 26.6 15.6 249537 6481.5
300 10.5 7.5 13804 975.5
300 11.5 8.5 19552 1222.0
300 13 9.5 31252 1653.5
300 24 13.5 57680 2884.0
300 13.5 10 41888 1971.2
300 26 14 79888 3550.6
300 18 11.5 68968 2873.7
300 28 14.5 107076 4283.0
300 15.5 12 91872 3217.9
300 25 13 141208 4786.7
300 30 15.5 171041 5701.4
305 40 21 237447 7659.6
300 27 14.5 215301 6240.6
300 32 17 256888 7339.7
304 40 21 329278 9197.7
300 28 15 303442 7682.1
303 40 21 442598 10874.6
292 30.8 17 392287 9133.6
300 35 18.5 494065 10979.2
300 20 15 301145 6922.9
300 30 16 422075 9484.8
133.9 9.6 6.4 2896 280.1
179.5 16 9.5 27481 1331.4
600 63 50 4986100.8 62326.3
550 63 40 5162604.53 64532.6
500 63 50 4335218.9 57802.9
350 63 50 3358895.94 44785.3
500 63 45 3860672.8 55152.5
400 63 50 2146736.4 35778.9
450 63 40 2043500 34058.3
400 50 36 1439406.67 23990.1
350 63 50 1751530.86 30461.4
400 63 40 1330450.5 26609.0
400 50 36 1122033.33 22440.7
300 45 36 835864 16717.3
250 63 40 914985 18299.7
425 63 63 1183092 26290.9
425 36 20 666010 14800.2
300 50 40 536833 13420.8
400 50 40 495333.33 14152.4
300 63 40 0.0
300 63 63 0.0
300 50 36 0.0
300 95 50 0.0
154.4 17 9.6 32891 1423.9
209.3 15.6 10.1 55227 2071.9
146.1 8.6 6 4413 351.1
146.4 10.9 6.3 5537 432.6
147.3 12.7 7.2 6544 504.2
165.7 11.8 6.7 9899 645.7
172.2 13 8.1 16040 896.1
178.8 14.3 8.8 24330 1188.6
190.4 14.5 9 33320 1458.2
209.3 15.6 10.1 55230 2072.0
211.9 21.3 12.7 76040 2793.0
230.2 22.1 13.1 111800 3622.8
152.9 9.4 6.5 1748 221.8
203.6 11 7.2 4568 449.6
205.8 14.2 9.4 6125 584.4
254.6 14.2 8.6 11420 898.9
256.3 17.3 10.3 14270 1096.4
258.8 20.5 12.8 17747 1330.9
318.4 37.7 23 64458 3657.2
307.4 18.7 12 27670 1759.6
314.5 31.4 19.1 51159 1759.6
309.2 21.7 13.8 32810 2047.4
305.3 15.4 9.9 22504 1461.8
368.6 17.5 10.4 40591 2283.0
370.5 20.7 12.3 48935 2703.6
372.6 23.8 14.4 57464 3121.3
40 7.5 4.8 78.5 20.9
50 7.7 5 192 38.4
65 8.2 5.3 425 68.0
75 9 5.7 788 105.1
75 10.2 6 1240 141.7
75 11.4 6.2 1830 183.0
80 14.1 7.2 3880 310.4
Gauge 2, mm Gauge 3, mm
0 0
0 0
0 0
0 0
0 0
0 0
0 0
40 40
40 40
45 45
45 45
50 55
50 55
55 65
55 65
75 85
Zpx, cm3 Gauge1, mm
42.5 35
81.8 35
108.935 40
239.2 55
462.6 65
675.9 80
881.4 80
1166.9 80
1541.24 90
2060.0 100
2686.5 100
3420.3 140
249.44 54
444.3 70
727.91 80
906.8 90
1144 96
1494.5 106
1946.2 110
2474.8 120
3512.64 120
4471.3 120
4220 140
5777.2 140
5009.9 140
7431.0 140
1065.4 140
1341.0 140
1824.3 140
3231.9 140
2183.5 140
3982.5 140
3197 140
4815 140
3623.34 140
5351 140
6425.42 140
8772.7 140
7032 140
8327.7 140
10540 140
8700 140
12488 140
10454 140
12585 140
7999 140
10811 140
316 70
1510 90
77908 170
74983.8 150
68863.9 140
55284.3 140
64362 170
57112.5 140
40187.2 140
29130 170
37075.55 170
31231 140
26290 170
20117.67 140
22396.5 140
31846 200
16644 140
16146 140
16600 170
140
140
140 1024
140
1637 90
2360 140
397 70
486 70
562 70
723 90
1010 90
1330 90
1660 90
2370 140
3170 140
4110 140
247 90
497 140
652 140
989 140
1230 140
1507 140
4267 140
1950 140
3460 140
2300 140
1612 140
2502 140
2987 140
3478 140
10.5 0
15.4 0
20.9 0
28.0 0
37.8 0
48.8 0
77.6 0
Splice Connection
Assumptions
1.) No Axial force in the member is considered while designing the splice for member utilized as beam sections.
2.) The Splice connection for beams are designed for 60% of the section web shear capcity.
3.) Flanges are design for maximum of axial forces obtained from section plastic moment or clause 12.5.2.2 Chapter
12 IS 800.
4.) Minimum actions on the splices are considered as per IS 800
5.) For member pitch, edge distance, gauges refer to the drawings TK-1P25A-CS-0057-STR-0001-SH 1 & 2 OF 17
6.) Splices design are provided only for the preferred section
7.) Design axial load in Column splice flanges and web shall be proposed as per there respective area's
8.) Strength limit state only applies to the web design. Both side web plates and bolts in double shear for web plate
connection
9.) Column Splice are primarly designed for Compressive forces with the column edges prepared as per IS 800
Chapter 17. Force transfer is assumed to taken by bearing of the spliced member edges.
10.) Web bolts/connecting plate are checked for 50% section tension capacity.
11.) For the splice connection in compression no bolt hole deductions are considered.
Select Member I900x425x63x63
Section depth, d 900 mm
Web thickness, tw 63 mm
Flange width, fb 425 mm
Thickness flange, tf 63 mm
Area, A 1023.12 cm2
Flange Area, Af 26775 mm2
Web Area, Aw 48762.0 mm2
Clear Depth for web plate 711.0 mm
Gauge, g 200 mm
Elastic Section Modulus, Zex 26290.9 cm3
Plastic Section Modulus, Zpx 31846 cm3
Section Moment Capacity, M* 7237.7 kN-m As per Section 8.2.1.2 IS 800
No shear force considered for
Shear Capacity of Section, V* 0.0 kN
Column Splice
Total Axial Load, N*tw 23252.7 kN
Splicing member Column
Yield Strength 250 N/mm^2 IS:2062 E250 BR
Tensile Strength 410 N/mm^2 IS:2062 E250 BR
Yield Strength 350 N/mm^2 IS:2062 E350 BR
Tensile Strength 490 N/mm^2 IS:2062 E350 BR
Compression force in Flange, Nfc 7515.8 kN Due to Plastic Moment
Tension force in Flange, Nft 7515.8 kN Due to Plastic Moment
Min design force in flange 8032.5 kN Cl 12.5.2.2 Chapter 12 IS 800
Plate A(Flange Plate)
Ref:- Dwg No TK-1P25A-CS-
Width 425 mm
0057-STR-0001
Ref:- Dwg No TK-1P25A-CS-
Thickness 63 mm
0057-STR-0001
Gross Area of Plate A 26775 mm2
Splice plate capacity 17039 kN Two plates Gross
Utility of Plates 0.471
Check for Flange Area Okay
Plate C(Web Plate)
Type of Bolt M24 IS:3757, Gr 8.8
Tension Capacity 203 kN
Shear Capacity 133 kN
Bearing Strength of Bolt in flange 620 kN
Bearing Strength of Bolt in Web 0 kN
Reduction Factor, Kr 0.935
Bolts Required either side of Flange splice 64.0 nos
Number of bolt @gauge Flange, 'Z' 4
Number of bolt rows in flange, 'n' 8 nos
Diameter of Bolt 24 mm
Bolt Spacing, P 80 mm Table-5 IS 800
Edge distance, E 45 mm Table-5 IS 800
Gap in splice, C 0 mm
Joint Length, Lj 560 mm
Partial Safety Factor for Yielding 1.1
Partial Safety Factor for Ultimate Stress 1.25
Shear per bolt in Flange 125.5 kN
Utility check for bolt shear 0.94 Okay
SR no Description of Star-column Web Depth, mm Web Thickness, mm Flange Thickness, mm
1 STAR 1500X600X63X50 1500 50 63
2 STAR 1400X500X63X45 1400 45 63
3 STAR 1200X400X50X36 1200 36 50
4 STAR 1000X400X50X36 1000 36 50
5 STAR 1000X425X63X50 1000 50 63
6 UC 305X198 339.9 19.1 31.4
7 UC 305X137 320.5 13.8 21.7
8 UC 254X107 266.7 12.8 20.5
9 UC 305X97 307.9 9.9 15.4
10 I1600X550X63X40 1600 40 63
11 I1500X500X63X50 1500 50 63
12 I1500X350X63X50 1500 50 63
13 I1200X400X63X50 1200 50 63
14 I1200X450X63X40 1200 40 63
15 I1000X300X45X36 1000 36 45
16 I1000X400X63X40 1000 40 63
17 I1000X250X63X40 1000 40 63
18 900x425x63x63 900 63 63
19 I800X300X50X40 800 40 50
20 I600X300X63X40 600 40 63
21 I450X300X63X63 450 63 63
22 I450X300X50X36 450 36 50
23 I325X300X95X50 325 50 95
Flange width, mm Area,cm2 guage, mm
600
500
400
400
425
314.5 254 140
309.2 174.4 140
258.8 138 140
305.3 125 140
550 896.1 200
500 1002 200
350 907.5 200
400 939 200
450 833.1 200
300 642.6 140
400 801.6 200
250 707.1 140
425 707.1 200
300 710 140
300 738.6 140
300 1054.62 140
300 654 140
300 940 140
TABLE:- COLUMN SPLICE CONNECTION CS2
SECTIO SIZE PLATE A PLATE C BOLT
WIDTH THICKESS THICKESS
nb n nc g
"W" "T" "tcap"
WPB 700X240.51 300 20+20 As per connection 25 3 2 140
I1600X600X63X50 600 45+45 As per connection 36 5 4 170
I1400X500X63X45 500 45+45 As per connection 36 6 4 155
I1200X400X50X36 400 36+36 As per connection 36 6 4 140
I1150X350X63X50 390 45+45 As per connection 36 6 2 160
I1000X400X50X36 400 36+36 As per connection 36 6 4 140
I900X425X36X20 425 25+25 As per connection 36 5 4 140
I700X400X50X40 400 28+28 As per connection 36 6 4 140
UB 610X140 230 16+16 As per connection 24 3 2 140
Bolt Diameter
24
36
30
24
24
24
24
24
24
S. NO. MEMBER MARKED ABOVE ON COLUMN
1 CR914X419X388
2 CR1200X400X50X36
3 CR1200X400X50X36 CR914X419X388
4 CR1200X400X50X36 CR1000X400X50X36
5 CR1000X400X50X36 CR700X300X240
6 CR610X229X140
7 CR1000X400X50X36
8 CR1000X400X50X36 CR914X419X388
9 CR1000X425X63X50 CR914X419X388
10 CR914X419X388 CR700X300X240
11 CR700X300X240
12 CR1500X600X63X50
13 CR1500X600X63X50 CR914X419X388
14 CR700X300X240 CR610X229X140
15 CR1000X400X50X36 CR610X229X140
16 HI600-36-50*320
17 HI600-36-50*320 WPB600X285.5
18 WPB600X285.5
19 CR1400X500X63X45
20 CR1400X500X63X45 CR610X229X140
21 CR1400X500X63X45 CR914X419X388
22 CR1400X500X63X45 CR700X300X240
23 UC305X137
24 UC305X198
25 CR914X419X388 CR700X300X240
