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Building Structural Design - Continous Beams: Flexural Reinforcement

TudorMarin
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Building Structural Design - Continous Beams: Flexural Reinforcement

Chapter 3: Reinforced Concrete Slabs and Beams, Part 3

3.3a.jpg     3.3b.jpg     3.3c.jpg

Description:

          This application calculates bending moments for continuous rectangular or T-shaped beams using ACI coefficients and determines the required number and size of reinforcing bars.  Intermediate values calculated include the service and factored loads per unit length of beam, minimum beam width for bottom bars placed in a single layer, and maximum beam width for crack control. The application uses the strength design method of  ACI 318-89.

Next: Chapter 3, Part 4Previous: Chapter 3, Part 2

         

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