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Building Structural Design - Continous One Way Slabs

TudorMarin
Newbie

Building Structural Design - Continous One Way Slabs

Chapter 3: Reinforced Concrete Slabs and Beams, Part 1

3.1a.jpg     3.1b.jpg     3.1c.jpg

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.

Next: Chapter 3, Part 2Previous: Chapter 2, Part 3

         

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