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Models dimensions have considered 3 m for height of stories and 4 m for uniform spans length.
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Span length of the beam.
The two spans have a span length of 2.0 m.
The pipe is designed for an original span length.
The bridge length is 2.5 km and the main span length is 1006 m.
As the shear span length increased, the longitudinal shear stress of slab decreased.
As the shear span length increased, the failure/design load of slab decreased.
The span length and the bridge width are 32 and 16 m, respectively.
Further, the upper bound of the morphing speed decreases rapidly once the span length is close to its critical span length.
In the test, the span lengths varied, and the influence of the span length with respect to the specimen depth was examined.
This article aims to investigate the main geometrical (height and span length) parameters in interceptors.
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