Q6: If the cretical load for a Two ends fixed coulmn is 60 kN, what s the critical load for the other ends support conditions (show your calculations ) a. One fixed end and one free end (flage pole )? b. Two ends pinned.? c. One fixed end and the other is pinned.?

Determine the reactions of A & B for the steel bon and leasing as given abuming that 4.5 mm clearance exist bin the bar and the ground before the loads are applied. Assume E = 200 GPG. P₁ = 300 KN P₂ = 600 KN A₁ = 250 mm² A₂ = 400 mm² 5 R 4 3 2 1 & P VA 0 B P₂ 150mm 150m 150mm 150mm 4.Sm

Determine the reactions at the supports. First, determine the equivalent load [kN] as required below and provide the location of each one from A [m]. The distributed load equivalents MUST be ONLY 2. One for the triangular distribution (FR1) and the other for the rectangular distribution (FR2). 6 kN/m Scale: 1 unit = 0.5 m FR1- FR2- Reaction1 (if present – specify [ Reaction2 (if present – specify [ {kN]; Location from A =, {kN]; Location from A = 1), at A = 1), at A = m [kN] [kN] Reaction1 (if present – specify [ Reaction2 (if present – specify [ 1), at B = 1), at B = [kN] [kN]

What is the maximum absolute shear for the following beam and load group? Use L = 21, a = 3, b = 4, P1 = 2, P2 = 4, and P3 = 4. ܢܢܢܢܢܢܢ L P₁ P2 미미 a b P3