7/28/2019 Crane Beam-web Splice Design
1/1
SPLICE CONNECTIONConnection Identification : CRANE BEAM CR1
INPUT DATA:
Supporting member + 420x 45tk Flange plate.D = mm r = mm
B = mm D' = mmt w = mm n = mmtf = mm A = cm
Supported member + 420x 45tk Flange plate.D = mm r = mmB = mm D'
= mmt w = mm n = mmtf = mm A = cm
Member end actionsFactored C = KN T = KN F y = KN M y = KN.m
Fz = KN M z = KN.m
Connection Web
Grade of bolt ( F10T / HSFG / 8.8 ) = = Bolts Yield strength of
bolt Y f = M PaUlt. Tensile strength of bolt Uf = M PaShear
strength of bolt ps = M PaBearing strength of bolt pbb = M Pa
Tensile strength of bolt pt = M PaStrength of weld f w = M
PaGrade of material - Rolled Section Plate = S 50 BUltimate
strength - Rolled Section Plate U s = M PaYield strength - Rolled
Section Plate p y = M PaBearing strength - Rolled Section Plate p
bs = M Pa
Diameter of bolt db = mmDiameter of bolt hole dbh = mmNr of bolt
columns nc =Nr of bolt rows nr =Spacing of bolt rows (pitch) p =
mmSpacing of bolt columns (gauge) g = mmEdge distance e' = mmEnd
distance in plate at top e''pt = mmEnd distance in plate at bottom
e''pb = mmEnd distance in member e''' = mmSet back Sb = mm
Thickness of plate tp = mm Thickness of reinforcement t wrp =
mmNr of shear planes Ns =Sum of square of 'r' for the bolt group e
r = mm2Minimum proof stress for HSFG bolts po = M PaMinimum shank
tension for HSFG bolts Po = KNFor clearance holes =Slip factor for
untreated surfaces m =
Width of plate Depth of plate =Length of plate Length of plate
=
Thickness of plate (outside & inside) Thickness of plate
=
WEB
Safe. Capacity of one bolt Pb = kN > Fb. ( )Safe. Bearing
capacity of the plate per bolt = kN > Fb. ( )Safe. Bearing
capacity of the web per bolt = kN > Fb. ( )Safe. Bearing
capacity of the bolt group = kN > V. ( )Safe. Shear capacity of
the plate V p = kN > V. ( )Safe. Shear capacity of the web V w =
kN > V. ( )Safe. Block shear capacity of plate/beam web = kN
> V. ( )2892.37
213.0213.0213.0
23.023.023.0
213.02258.783337.22
183.78176.00214.50
1760.00
mmmm16.0
0.13
mm
0.13
0.13
0.07
0.06
0.09
0.12
0.11
820.0110.0
1
80
5050
0
0
50
10125.8
8
2
0.45
N.A.N.A.
528000
250
490355
560
22
375
628785
971.6 19.1307.7 824.4
0.00
0.0
1000
8.8
213.0
557.0
75
0.019.5
8
32.0
19.1
824.4
971.6
307.719.532.0 557.0
345
10
550
20
122
Sep 15, 2008
UB 914x305x289
UB 914x305x289
Crane Beam CR1 - web splice
