Problem 1: Determine the reactions at A and B when ?-450 -weakaistakn ~minmanla-aawam 75 lb 10...
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°
100 lb Problem 4.5: Determine the reactions at A and B when a=70° - 10 in. 10 in. / 12 in. O A
determine the reactions at beam supports for the given loading when w0=150lb/ft 450 lb/ 44.1 kip-ft A AB |--4ftola Fig. P5.76 and P5.77
PROBLEM 1 Determine the reactions at A and B when (a) a=0, (b) a = 30°. 10 in. 10 in. B 750 lbiu. 12 in.
1. Determine the support reactions for girders B-1, B-2, B-3 and G-2. Live load- 75 psf, Dead loads: 55 psf. Planks width is 1'. Beam and girder self weight is 10 lb/ft. B-1 G-2 B-3 10" 5' 41 8' 1. Determine the support reactions for girders B-1, B-2, B-3 and G-2. Live load- 75 psf, Dead loads: 55 psf. Planks width is 1'. Beam and girder self weight is 10 lb/ft. B-1 G-2 B-3 10" 5' 41 8'
Problem 3 150 lb/ft Determine the reactions at A and B for the given beam. Neglect the thickness of the beam. 6 ft 8 ft
PROBLEM 7: Determine the reactions at the beam supports for the given loading. 200 lb/it |--6--1--6--
3: Determine the reactions at A and C. (20 pts). 20 30 t 10 w=lb/ft W2 lb/ft W = lb/ft 31 12 A С 10 I 8
Determine the reactions at B. 200 lb/ft 10,000 lb 9.000 lb-ft 160° 150 lb/ft 13 ft (.D. t5
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'