Experimental Study on Bearing Capacity of Reinforced Steel Tubular Scaffold under Uniform Loads

<div>Failure situations of Model 2. (a) Overall buckling deformation of scaffold. (b) Bending of truss in the loading region. (c) Fastener failure at top of diagonal bracing.</div>

Advances in Civil Engineering

fig15

Figure 15

Figure 15: Experimental Study on Bearing Capacity of Reinforced Steel Tubular Scaffold under Uniform Loads 