Skip to main content
Advances in Bridge Engineering
Fig. 20 | Advances in Bridge Engineering

Fig. 20

From: Failure investigation of a propped cantilever truss bridge

Fig. 20

Construction defects in various parts of the structure: a holes drilled twice due to error in the diagonal chord, b misalignment of hole in cleat angle, c misaligned hole in bottom horizontal bracing, d vertical chord prohibiting bolted connection of the top plate of the bottom chord, e connection of vertical bracing without sufficient edge distance on gusset plate, f less active bolts with two idle bolts and a misaligned hole, g inactive bolt on gusset plate

Back to article page