AC: 305x165x54 I-section Ixx = 117.0 x 106 mm4

BD: 305x165x46 I-section Ixx = 99.30 x 106 mm4 (UDL loading )

CE: 305x165x40 I-section Ixx = 85.50 x 106 mm4

Esteel = 200 GPa

Assume = 2,8mm

Complete the non sway analysis (Calculate the EI values, stiffness values, distribution factors and FEMs). Set up a distribution table (as shown below), insert the distribution factors and FEMs and complete the table totalling the columns after the 5th distribution.

Distribute 5 times (Non sway analysis) Distribute 5 times (Sway analysis)

Sway Example 2 5kN 2,25kN/m B 4,5kN/m 76,2kNm Om 2,0m 4,0m 11kN- 4,5kN/m 25,92kN 2,6m 1,3m E D 2,0m 3,5m 2,5m Sway Example 2 5kN 2,25kN/m B 4,5kN/m 76,2kNm Om 2,0m 4,0m 11kN- 4,5kN/m 25,92kN 2,6m 1,3m E D 2,0m 3,5m 2,5m