What material is the superstructure predominantly made of?

 What is the year of completion?

In what country is the Eiffel Tower?

The section of Figure 1 is to be loaded in axial tension. What is the axial tension capacity in kN (Ignore the reduction factor)? 

Problem 1d:  Flexural Design

What is the maximum moment demand on the 7.5-metre simply supported beam with the UDL of 150kN/m as shown in Figure 2? Ignore the self-weight of the beam. Give your answer for moment demand, M*, in kNm.

If the design yield stress of the steel is 300MPa then what is the yield moment capacity ,Mx, when the section shown in Figure 1 yields at the extreme fibre (about the strong axis)? (Ignore the reduction factor) Give your answer in kNm.

Did you compare your hand calculations with the table?

Calculate the radius of gyration about the weak axis, r_yy, for the section shown in Figure 1, and give your answer in mm.

Calculate the elastic section modulus about the weak axis, Z_y, of the section shown in Figure 1, and give your answer in units of 10³ mm³. 

Calculate the distance of the neutral axis for bending about the weak axis (Y-Y) of the section shown in Figure 1, and give your answer in mm.