Answer Happy

Question 7 (1 point) Knowing that Q = (Pf*A0) / (Vf*lc), if the total vertical load is 4000 KN, the Story shear is 200 KN, the inter-story drift due to Vis 5mm and the column length is 5 m: Blank 1: Determine the factor Q (round to 2 decimals ... e.g. 0.03) Blank 2: Can the frame be considered non-sway? (answer with Yor N) Blank # 1 A Blank # 2 A
Question 8 (1 point) The amplification factor (d) for the column shown below is determined to be 1.2. The amplified moment Mc that should be used in design is: M = 100 kNm M= 25 kN.m 25 30 100 120