Section 10.5.1 Minimum Reinforcement in Beams (Non prestressed)
10.5.1.1 is implemented for beams, which considers the bending strength of the section designed to be at least 1.2Mcr.
10.5.1.3 is not considered.
Post-tensioning is ignored.
10.5.1.1 is implemented for beams, which considers the bending strength of the section designed to be at least 1.2Mcr.
10.5.1.3 is not considered.
Post-tensioning is ignored.