Chapter 3: Reinforced Concrete Slabs and Beams, Part 1
Description:
This application calculates bending moments using ACI coefficients, and determines the required reinforcing-bar spacing for continuous one way slabs. Intermediate values calculated include slab weight, service and factored loads, shear, minimum slab thickness required for deflection, shear and flexure, required areas of flexural reinforcement, and maximum and minimum permissible bar spacings. The application uses the strength design method of ACI 318.
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