Reinforced concrete beams—the serviceability limit states
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[1] Pieter C. Pretorius,et al. Deflections of Reinforced Concrete Members: A Simple Approach , 1985 .
[2] B V Rangan,et al. Control of Beam Deflections by Allowable Span-Depth Ratios , 1982 .
[3] A W Beeby,et al. CORROSION OF REINFORCING STEEL IN CONCRETE AND ITS RELATION TO CRACKING , 1978 .
[4] W. Houghton-Evans,et al. Deflection control by span/depth ratio , 1977 .
[5] Edward G. Nawy,et al. CONTROL OF CRACKING IN CONCRETE STRUCTURES , 1972 .
[6] A W Beeby,et al. MODIFIED PROPOSALS FOR CONTROLLING DEFLECTIONS BY MEANS OF RATIOS OF SPAN TO EFFECTIVE DEPTH , 1971 .
[7] R. Gilbert. Deflection Control of Slabs Using Allowable Span to Depth Ratios , 1985 .
[8] R. Swamy,et al. Deflection and Cracking Behavior of Ferrocement with Grouped Reinforcement and Fiber Reinforced Matrix , 1985 .
[9] R H Evans,et al. HANDBOOK OF STRUCTURAL CONCRETE , 1983 .
[10] D. E. Branson. Deformation of concrete structures , 1977 .
[11] G Somerville,et al. HANDBOOK ON THE UNIFIED CODE FOR STRUCTURAL CONCRETE , 1972 .
[12] A. W. Beeby,et al. PREDICTION AND CONTROL OF FLEXURAL CRACKING IN REINFORCED CONCRETE MEMBERS , 1971 .