Civil MDC

Design for Torsion and Shear According to ACI-318-99 2

Design for Torsion and Shear According to ACI-318-99

Design for Torsion is moment act along the longitudinal axis of the beams, two types of torsion exist in structures first primary or equilibrium torsion as shown inFig. The torsion resistance is provided primarily by closed stirrups and longitudinal bars located near the surface of the member.

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