PROBLEM 1 Determine the reactions at A and B when (a) a=0, (b) a = 30°....
Problem 1: Determine the reactions at A and B when ?-450 -weakaistakn ~minmanla-aawam 75 lb 10 in. 10 in 12 in.
PROBLEM 4.28 800 mm Determine the reactions at A and C when (a) a-0, 300 N 200mm (b) a 30 (b) a 30 200 mm 300 N
100 lb Problem 4.5: Determine the reactions at A and B when a=70° - 10 in. 10 in. / 12 in. O A
Pb. 6 75 lb |--10 ---1-10 in. . Determine the reactions at A and B when (a) a = 0, (b) a = 90°. (c) a= 30°
Problem 17.1 300 N Determine the reactions at A and B when cos(B)- 3/5 using the method of Sec. 4.7 Equilibrium of a Three- Force body. 30° 1.5m 0.8m
please use gravity method
Problem 1 Determine the APPROXIMATE reactions negligible. (30 points) at A. Assume axial forces in the beams are 5 k/ft 10 ft 10 kips 10 ft 15 ft 20 ft
Problem 1 Determine the APPROXIMATE reactions negligible. (30 points) at A. Assume axial forces in the beams are 5 k/ft 10 ft 10 kips 10 ft 15 ft 20 ft
For the frame pictured below, determine the pin reactions at A, B, and C. 20'-0" A 12'-0" 4 kips E 12'-0" 10'-0" 10'-0" 6 kips
Problem 1 This L-beam is in Equilibrium. Determine the reactions at the fixed-end support a) FBD b) Solve for the reactions (YOU SHOULD HAVE 3 and only 3!) |2ft ----2ft - 200 lb 160580 300 Sin 30° 2 ft 150 165 150 lb 1 2 ft 300 lb 3097 2 ft 10 50'
determine reactions and the shear and moment distrubtions, &
diagrams
Problem 4.13 20 kN 30 kN/m 30 kN D15KN B E 4 m A 2 m 6 m 2 m
Problem 4.13 20 kN 30 kN/m 30 kN D15KN B E 4 m A 2 m 6 m 2 m
Problem: Determine the support reactions at A and B of the plane truss and then determine all member forces. Show all forces on a force diagram. 0k Sk 7k Sk 6' 2 6