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- W600731915 abstract "The design procedures for torsion in concrete in British and American Codes, the CP 110 and ACI 318 respectively, are compared and the behavior of concrete in torsion summarized. The equations in the Codes are compared in tabular form. Detailed differences for torsional rigidity and stresses, reinforcement for torsion and compression failure are given. The application of the codes to a continuous beam supporting a slab with unsymmetrical cantilevers and carrying an imposed load of 5 KN/M2 is analyzed. Critical forces at the faces of the columns are calculated for two loading conditions, one with maximum moment and shear and the other with maximum torsion. The main difference between the codes is that the ACI Code uses a variable reinforcement efficiency factor and allows for some torsion to be carried by the concrete. The ACI Code requires less reinforcement for most cases of pure torsion that CP 110. However, for the more practical situation of torsion and direct shear, CP 110 can require less reinforcement. A reduced value of ultimate shear stress is required by CP 110 for small sections. /TRRL/" @default.
- W600731915 created "2016-06-24" @default.
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- W600731915 date "1974-03-01" @default.
- W600731915 modified "2023-09-25" @default.
- W600731915 title "TORSION CP 110 AND ACI 318 CODES COMPARED" @default.
- W600731915 hasPublicationYear "1974" @default.
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