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Building Structural Design - Direct Design Moments and Flexural Reinforcement

TudorMarin
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Building Structural Design - Direct Design Moments and Flexural Reinforcement

Chapter 6: Reinforced Concrete Flat Plates, Part 1

6.1a.jpg     6.1b.jpg     6.1c.jpg

Description:

          This application calculates the service loads, the factored loads, the bending moments and the required flexural reinforcement for two-way reinforced concrete slab systems of uniform thickness (also referred to as "flat plates"), meeting the limitations of Section 13.6 (Direct Design Method) of ACI 318-89.

Next: Chapter 6, Part 2Previous: Chapter 5, Part 6

         

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