012 Longitudinal Reinforcement Design T-Sections Part2

In the previous video, the design bending moment for the middle beam has been determined. For the same beam:

1. Determine the required reinforcement for the positive and negative moment
2. If only a rectangular cross-section is assumed in both positive and negative bending moments.
3. If relevant, the T-Section due to the effect of the slab is considered in the calculation.
4. Eurocode 1992-1-1 and the Finnish national annex are applied.

The beam is 250mm in width and 500mm in height. Concrete class C30/37, reinforcement of B500 and take the nominal cover of the beam to be 35mm. T16 for the longitudinal and T10 for the stirrup is suggested to be utilized.

Link to the description and detailed solution notes: Download