Table 1 Summary of cantilever beam verification in full process design.
From: Design and application of inclined tensioned steel cantilevered scaffolding
Verification stage | Tie rod effectiveness | Support at bottom of main beam | Concentrated load | Section stress verification | Strength verification | Deflection verification | Stability verification |
|---|---|---|---|---|---|---|---|
Installation | No | Yes | Partial | – | – | – | – |
Normal usage | Yes | No | All | Biaxial bending + Biaxial bhear + Axial compression | Biaxial bending member section strength + Shear strength of members bending in principal planes | Deflection of bending members | Overall stability + Local stability |
Dismantling | No | No | Partial | Unidirectional bending + Unidirectional shear | Bending strength and shear strength of members bending in principal planes | Deflection of bending members | Overall stability |
