1) Consider the design of the beam K103 shown in the figure, the effects of M, V and T calculate with consideration.
Material: Concrete C30, reinforcement (longitudinal reinforcement and stirrup) S420. Columns 1000x1000 mm. Column length is 3.0 m above and below. Beam K103 section dimensions: 250x600 mm (d=560 mm).
Uniformly distributed beam loads: For K103, Pg=10 kN/m, Pq=8 kN/m, Single load applied to the console, Pg=0 , Pq=30 kN. Just consider the 1.4G + 1.6Q load combination. K103 beam There is no flooring behind it.
Note: In the calculations, both ends of the K103 beam are fixed (columns are very assuming rigid) you can obtain M, T, V diagrams.