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Pb. 6 75 lb |--10 ---1-10 in. . Determine the reactions at A and B when...
Problem 1: Determine the reactions at A and B when ?-450 -weakaistakn ~minmanla-aawam 75 lb 10...
Problem 1: Determine the reactions at A and B when ?-450 -weakaistakn ~minmanla-aawam 75 lb 10 in. 10 in 12 in.
100 lb Problem 4.5: Determine the reactions at A and B when a=70° - 10 in....
100 lb Problem 4.5: Determine the reactions at A and B when a=70° - 10 in. 10 in. / 12 in. O A
1. Determine the support reactions for girders B-1, B-2, B-3 and G-2. Live load- 75 psf, Dead loa...
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 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 (a) a=0, (b) a = 30°. 10 in. 10 in. B 750 lbiu. 12 in.
Draw the planar state of stress A(1.5,-10,-1.5) and B(3,-10,-.75) 3 in. 6 in. 600 lb 600...
Draw the planar state of stress A(1.5,-10,-1.5) and
B(3,-10,-.75)
3 in. 6 in. 600 lb 600 lb 1500 lb 5 in. 1500 lb Draw the Planar state of stress A(1.5,-10,-1.5) and B(3,-10,-.75) 2.75 in 3 in. 20 in. 0.25 in. VX=-3000lbs Vz=1200lbs Fy.P=0 Mx=1200*10 Mz=3000*5 B Shear stress Vx, Vy for A,B Stress in the y direction Normal stress Mx, Mz for A,B
6. Determine the reactions at supports A and B. (15 points) 700 lb/ft 500 lb/ft oft-6ft...
6. Determine the reactions at supports A and B. (15 points) 700 lb/ft 500 lb/ft oft-6ft 8 ft-
3: Determine the reactions at A and C. (20 pts). 20 30 t 10 w=lb/ft W2...
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
PROBLEM 7: Determine the reactions at the beam supports for the given loading. 200 lb/it |--6--1--6--
PROBLEM 7: Determine the reactions at the beam supports for the given loading. 200 lb/it |--6--1--6--
Determine the reactions at A & B for the following loaded frame with pin at C....
Determine the reactions at A & B for the following loaded frame with pin at C. Indicate the direction of the final reactions. 100 lb. С А. 20" 91 B 200 lb./in 18" 600 lb./in 30" Determine the Principal Moments of Inertia about a centroidal axis for the following section, and sketch Mohr's circle with the appropriate labels. 5" 1" 1 1" 10" 1"
Now, consider different machine, with pulley's radius of 75 mm. Determine reactions at A and B....
Now, consider different machine, with pulley's radius of 75 mm. Determine reactions at A and B. 7. B A 125 mm 75 mm 300 mm -300 mm 240 N a. Draw FBD of entire machine and set up three equations. Try to do your own work Solutions: Free body: Entire frame and pulley: 600 Dincsions n m 20M - ) ΣΜ, -0: (240 N) (75 mm)+ A, (600 mm) C 30.0 N A 30.0 N 4, +EF-0: B - 4,...
Problem 1: Determine the reactions at A and B when ?-450 -weakaistakn ~minmanla-aawam 75 lb 10 in. 10 in 12 in.
100 lb Problem 4.5: Determine the reactions at A and B when a=70° - 10 in. 10 in. / 12 in. O A
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 1 Determine the reactions at A and B when (a) a=0, (b) a = 30°. 10 in. 10 in. B 750 lbiu. 12 in.
Draw the planar state of stress A(1.5,-10,-1.5) and
B(3,-10,-.75)
3 in. 6 in. 600 lb 600 lb 1500 lb 5 in. 1500 lb Draw the Planar state of stress A(1.5,-10,-1.5) and B(3,-10,-.75) 2.75 in 3 in. 20 in. 0.25 in. VX=-3000lbs Vz=1200lbs Fy.P=0 Mx=1200*10 Mz=3000*5 B Shear stress Vx, Vy for A,B Stress in the y direction Normal stress Mx, Mz for A,B
6. Determine the reactions at supports A and B. (15 points) 700 lb/ft 500 lb/ft oft-6ft 8 ft-
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
PROBLEM 7: Determine the reactions at the beam supports for the given loading. 200 lb/it |--6--1--6--
Determine the reactions at A & B for the following loaded frame with pin at C. Indicate the direction of the final reactions. 100 lb. С А. 20" 91 B 200 lb./in 18" 600 lb./in 30" Determine the Principal Moments of Inertia about a centroidal axis for the following section, and sketch Mohr's circle with the appropriate labels. 5" 1" 1 1" 10" 1"
Now, consider different machine, with pulley's radius of 75 mm. Determine reactions at A and B. 7. B A 125 mm 75 mm 300 mm -300 mm 240 N a. Draw FBD of entire machine and set up three equations. Try to do your own work Solutions: Free body: Entire frame and pulley: 600 Dincsions n m 20M - ) ΣΜ, -0: (240 N) (75 mm)+ A, (600 mm) C 30.0 N A 30.0 N 4, +EF-0: B - 4,...
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