I need help with this problem. if you help me I might can solve my other problems.

W24 X 84 (Width w (in) = 9.02, Web Thickness s (in)= 0.470, Depth h (in) = 24.1 ,Sectional Area (in^2)= 24.7 , Ix (in^4) = 2370 , Iy (in^4) = 94.4, Weight (lb/ft) = 84)

please help me ..I don't know what to add in to this question.

DESCRIPTION For your case number , perform the following calculations and computer analysis for each of the Three Beams shown . a . Simple supports - Beam F1 b. Overhanging - Beam FZ C . Fixed ended - Beam F 34. Support Calculations for Beam F1 Reactions: This should consist of the Loading Diagram, FBD (drawn to an approximate scale) and reaction calculations (one page only). 5. Hand Solution for the Shear & Bending Moment Diagram. Full! Label the Shear & Moment Diagram (Maximum V & Ml Points of Zero Shear, All Rguired points in #2 above} F1 Fully ghel the Shea ' ' Zero Shear All R uired 7. Support Calculations for Beam F2 8. Hand Solution for the Shear & Bending Moment Diagram Beam F2 lilliil'li I i'l Iii ii 10. Support Calculations for Beam F3 11. Hand Solution for the Shear & Bending Moment Diagram Beam F3 W \f\f