bs 5950-1-2000 bs 4-1-2005 bolt capacities non preloaded ordina-s275
DESCRIPTION
ref for civil engineerTRANSCRIPT
P202: C-262Table 14.2.1
BS 5950-1: 2000BS 4190: 2001
BOLT CAPACITIESNON-PRELOADED ORDINARY BOLTS
GRADE 4.6 BOLTS IN S275
Table 14.2.1. Bolt Capacities. Non-preloaded Ordinary Bolts. Grade 4.6 Bolts in S275© 2006-2014, Tata Steel Europe Limited
Diameterof
Bolt
TensileStressArea
TensionCapacity
ShearCapacity
Bearing Capacity in kN (Minimum of Pbb and Pbs)End distance equal to 2 x bolt diameter
Nominal0.8 Atpt
ExactAtpt
SingleShear
DoubleShear Thickness in mm of ply passed through
At Pnom Pt Ps 2 Psmm mm² kN kN kN kN 5 6 7 8 9 10 12 15 20 25 3012 84.3 16.2 20.2 13.5 27.0 27.6 33.1 38.6 44.2 49.7 55.2 66.2 82.8 110 138 16616 157 30.1 37.7 25.1 50.2 36.8 44.2 51.5 58.9 66.2 73.6 88.3 110 147 184 22120 245 47.0 58.8 39.2 78.4 46.0 55.2 64.4 73.6 82.8 92.0 110 138 184 230 27622 303 58.2 72.7 48.5 97.0 50.6 60.7 70.8 81.0 91.1 101 121 152 202 253 30424 353 67.8 84.7 56.5 113 55.2 66.2 77.3 88.3 99.4 110 132 166 221 276 33127 459 88.1 110 73.4 147 62.1 74.5 86.9 99.4 112 124 149 186 248 311 37330 561 108 135 89.8 180 69.0 82.8 96.6 110 124 138 166 207 276 345 414
BS 5950-1:2000 / BS 4-1:2005. Bolt Capacities. Non-preloaded Ordinary Bolts 6/26/2014
Tata Steel sections interactive 'blue book' Page 1 of 3
Table 14.2.2
GRADE 8.8 BOLTS IN S275
Table 14.2.2. Bolt Capacities. Non-preloaded Ordinary Bolts. Grade 8.8 Bolts in S275© 2006-2014, Tata Steel Europe Limited
Diameterof
Bolt
TensileStressArea
TensionCapacity
ShearCapacity
Bearing Capacity in kN (Minimum of Pbb and Pbs)End distance equal to 2 x bolt diameter
Nominal0.8 Atpt
ExactAtpt
SingleShear
DoubleShear Thickness in mm of ply passed through
At Pnom Pt Ps 2 Psmm mm² kN kN kN kN 5 6 7 8 9 10 12 15 20 25 3012 84.3 37.8 47.2 31.6 63.2 27.6 33.1 38.6 44.2 49.7 55.2 66.2 82.8 110 138 16616 157 70.3 87.9 58.9 118 36.8 44.2 51.5 58.9 66.2 73.6 88.3 110 147 184 22120 245 110 137 91.9 184 46.0 55.2 64.4 73.6 82.8 92.0 110 138 184 230 27622 303 136 170 114 227 50.6 60.7 70.8 81.0 91.1 101 121 152 202 253 30424 353 158 198 132 265 55.2 66.2 77.3 88.3 99.4 110 132 166 221 276 33127 459 206 257 172 344 62.1 74.5 86.9 99.4 112 124 149 186 248 311 37330 561 251 314 210 421 69.0 82.8 96.6 110 124 138 166 207 276 345 414
BS 5950-1:2000 / BS 4-1:2005. Bolt Capacities. Non-preloaded Ordinary Bolts 6/26/2014
Tata Steel sections interactive 'blue book' Page 2 of 3
Table 14.2.3
BS 5950-1: 2000BS 4190: 2001
BOLT CAPACITIESNON-PRELOADED ORDINARY BOLTS
GRADE 10.9 BOLTS IN S275
Table 14.2.3. Bolt Capacities. Non-preloaded Ordinary Bolts. Grade 10.9 Bolts in S275© 2006-2014, Tata Steel Europe Limited
Diameterof
Bolt
TensileStressArea
TensionCapacity
ShearCapacity
Bearing Capacity in kN (Minimum of Pbb and Pbs)End distance equal to 2 x bolt diameter
Nominal0.8 Atpt
ExactAtpt
SingleShear
DoubleShear Thickness in mm of ply passed through
At Pnom Pt Ps 2 Psmm mm² kN kN kN kN 5 6 7 8 9 10 12 15 20 25 3012 84.3 47.2 59.0 33.7 67.4 27.6 33.1 38.6 44.2 49.7 55.2 66.2 82.8 110 138 16616 157 87.9 110 62.8 126 36.8 44.2 51.5 58.9 66.2 73.6 88.3 110 147 184 22120 245 137 172 98.0 196 46.0 55.2 64.4 73.6 82.8 92.0 110 138 184 230 27622 303 170 212 121 242 50.6 60.7 70.8 81.0 91.1 101 121 152 202 253 30424 353 198 247 141 282 55.2 66.2 77.3 88.3 99.4 110 132 166 221 276 33127 459 257 321 184 367 62.1 74.5 86.9 99.4 112 124 149 186 248 311 37330 561 314 393 224 449 69.0 82.8 96.6 110 124 138 166 207 276 345 414
BS 5950-1:2000 / BS 4-1:2005. Bolt Capacities. Non-preloaded Ordinary Bolts 6/26/2014
Tata Steel sections interactive 'blue book' Page 3 of 3