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Thus, a 10.75 m tall (to the center of mass of the deck, including the footing) cantilever is considered carrying the concentrated mass of the supported deck (m deck = 300 Mg) and comprising a RC column with a cross section of 1.5 m × 1.5 m (cross-sectional area A c = 2.25 m).
A composite (steel concrete) bridge with a 12.50 m roadway width and 0.23 m concrete deck thickness, spanning 40.0 m by 13.5 m was investigated in this work.
Sudden collapse of 190 m long Chauras bridge in Uttarakhand, India, which was a three span (40 m + 110 m + 40 m) continuous deck type truss bridge, took place during casting of the deck slab after successful launching of the truss.
Her 156.5 m flight deck was 23 m wide and extended well beyond the aft end of her superstructure, supported by a pair of pillars.
The FRP bridge is a simply supported structure with 10.0 m long span and 7.66 m wide deck.
The materials used for the fabrication of this 30 foot (9.144 m) long by 9 foot (2.743 m) wide deck were 3 inches (76.2 mm) pultruded square hollow glass and carbon FRP tubes of varying lengths.
The bridge consists of a 50 m bridge deck, consisting of three 17 by 17 m (55 by 55 ft) steel and concrete decking segments, covered with tarmac.
The footbridge consists of 2 lateral modified Warren trusses of variable depth, connected at their bottom by another X-shaped truss, and by a 3-m wide deck at an intermediate position.
A 160-foot (49 m) flight deck was built along its roof.
A 70 m flight deck was built above the stern and stretched forward to the rebuilt aft superstructure.
The carrier's 256 m flight deck was 131 feet wide and overhung her hull at both ends, supported by pairs of pillars.
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