By using the unit loading diagrams

given in the figure;

a$)$ Draw the $M_d$&$V_d$ diagram, which is the basis for

sizing.

b$)$ Calculate the required bending reinforcement in

the span and support sections for the beam.

Calculate the columns considering the normal force

and minimum eccentricity given in the table and

determine the required reinforcement.

c$)$ Calculate the required shear reinforcement for the

beam, considering the contribution of the concrete.

Select the shear reinforcement according to the

minimum reinforcement conditions for columns.

d$)$ Show the results found by drawing the

reinforcement sketch.

Column Nd$=600$ kN$/$m