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This document summarizes the shear reinforcement calculations and deflection check for Beam 1 supporting Slab 4. The beam is subjected to dead loads of 64.0153 kN-m and 32.7689 kN-m at the support and midspan, respectively. Shear reinforcement of 25.5 kN is required at the support to resist the factored shear of 60.0355 kN. Deflection checks show an instantaneous deflection of 0.0129 mm which is less than the allowable deflection of 8.958 mm, indicating the beam is structurally adequate. Reinforcement detai

Author

kent sta maria

Language

EN