The Structural Engineer > Archive > Volume 53 (1975) > Issues > Issue 4 > Correspondence on Yield Line Analysis of Reinforced Concrete Skew Slabs under Highway Bridge Loading
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Correspondence on Yield Line Analysis of Reinforced Concrete Skew Slabs under Highway Bridge Loadings by K.K. Gangopadhyay and W.M. Jenkins

In the section of the paper headed 'Serviceability limit-state' the authors state that further attention should be given to the problem of cracking in skew slabs where the cracks do not necessarily form perpendicular to the reinforcement. In fact, work has been carried out athe Cement and Concrete Association on this problem with particular reference to slab bridges. L.A. Clark