Table 12 Joints checking summary.
From: Design and application of inclined tensioned steel cantilevered scaffolding
Node locations | Welded joint verification | Bolted joint verification | Strength verification |
---|---|---|---|
Connection node between main beam and building structure | Weld seam between main beam and end plate, strength calculation of right-angle fillet welds. | Bolts between end plate and building structure, calculation of shear bearing capacity of ordinary bolts. | – |
Connection node between tie rod and main beam | Weld seam between main beam and ear plate, strength calculation of right-angle fillet welds Weld seam between connection plate and lower tie rod, calculation of fillet welds in circular or slotted holes. | Bolts between ear plate and connection plate, calculation of shear bearing capacity of standard bolts. | Ear plate, calculation of tensile fracture bearing capacity under tensile-shear action |
Upper and lower connection nodes of tie rods. | Weld between nut and three round bars, strength calculation of side fillet welds. | Bolt composed of nut and tie rod, calculation of bearing capacity for axially loaded ordinary bolts. | Three round bars, axial tensile strength calculation. |
Connection node of tie rod with the building structure | Weld between end plate and upper tie rod, calculation of fillet weld in circular or slotted holes. | Bolts between end plate and building structure, strength calculation of ordinary bolts under tensile-shear action. | – |