2. Given: Q 1500 kN, Q2 2500 kN, qal 200 kN/m2. Ignore the weight of footings and find dimensions...
1. Determine Bi and B2 of a trapezoidal footing for a uniform soil pressure of 300 kN/m2 (Vcone 24kN/m2) M1-600kN-m Q-3000kN M.-800kN-m 2000kN Mj-1200L N-m Q-4000kN 1. Determine Bi and B2 of a trapezoidal footing for a uniform soil pressure of 300 kN/m2 (Vcone 24kN/m2) M1-600kN-m Q-3000kN M.-800kN-m 2000kN Mj-1200L N-m Q-4000kN