Chicago : Engineering and Contracting Pub. Co. · leaf 215
qual to c and t respectivelymc~ r must equal 2t(mc + t) (c) For rectangular beams not of T form,the equations given for T beams under (b)apply. The ratio of reinforcement may be taken onany other suitable sectional area if the form-ulas are modified in accordance.Slabs Supported or Fixed on More… … EnqUContg] j Fig. 3. determined [Appendices to the report give astatement of some rules which have been usedin determining the strength of slabs.] Shear Reinforcement. It is always desirable to provide reinforce-ment to resist the shearing and diagonal ten-sion stresses in reinforced concrete…
Buildings
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