Select the lightest W14, 20 ft long, beam-column that is not subjected to side-sway- The analysis was performed with the effective length method; therefore El was unreduced- Use K = 0.8 Assume A992 steel, and bending is around strong axis- T 20 PD: = 135 * P = 415 * MD=90ft-k M = 270 ft-k MD=30ft-k M = 90 fte Select the lightest W14, 20 ft long, beam-column that is not subjected to side-sway- The analysis was performed with the effective length method; therefore El was unreduced- Use K = 0.8 Assume A992 steel, and bending is around strong axis- T 20 PD: = 135 * P = 415 * MD=90ft-k M = 270 ft-k MD=30ft-k M = 90 fte