a. Free-body diagram 2(20) kip Вх. 50 kipoft front roft Troft 10ft 1 50 kip.ft NA...
Complete the shear moment diagram
2 kip/ft 150 din 2 kip/ft 20 kip.ft B А С -5 ft + -5 ft -5 ft
All calculations need the
counting processand Free Body Diagram.
1. Determine the normal force, shear force, and moment at point C. (15 Points). 4 kip 3 kip/ft B А С -3 ft-2 ft- 6 ft + 6 ft
All calculations need the counting processand Free Body Diagram.
1. Determine the normal force, shear force, and moment at point C. (15 Points). 4 kip 3 kip/ft B А С - 3 ft --2 ft- 6 ft + 6 ft
PROBLEM 3 (25%) For the problem shown below, the free body diagram (FBD) is superimposed showing the reactions forces (the reaction forces are given). Ax = 0; Ay = 9 kip, Cy = 33 kip 1. Draw the shear force diagram. Identify values at kink points (no equations required). 2. Draw the bending moment diagram. Identify values at kink points (no equations required). 3. Determine the value of the maximum positive moment in the beam (Mmax). 4. Compute the vertical...
PROBLEM 3 (25%) For the problem shown below, the free body diagram (FBD) is superimposed showing the reactions forces (the reaction forces are given). Ax = 0; Ay = 9 kip, Cy = 33 kip 1. Draw the shear force diagram. Identify values at kink points (no equations required). 2. Draw the bending moment diagram. Identify values at kink points (no equations required). 3. Determine the value of the maximum positive moment in the beam (Mmax). 4. Compute the vertical...
1. (28 pts) A cantilever beam is subjected to the loads as shown in the figure. Va) Draw a free-body diagram and determine the supports at point 0. b) Draw shear and moment diagrams and find the values at key points (i.e. x = 0, 6 and 10 ft). If possible, please show your calculations. c) Find shear force V(x) and bending moment M(x) for () <x<6 ft. 12 10 kip 2 kip/ft skip سے 40 kip.lt 611 4 11...
1) Cutting a free-body diagram
around point B, find the tensile force in cable AB
2)Using the same free body diagram around point B, find the
compression Force in the boom CB
3)Find the horizontal reaction at point A
4)Find the vertical reaction at point A
5)Find the horizontal reaction at point C
6)Find the vertical reaction at point C
12 ft MC Problem #3 12 45° F = 20 kips 2 F 25 kips 1 7 ft 45°
PLEASE DRAW FREE BODY DIAGRAM
< Problem 8/10 20 in 15 in Using the method of joints, determine the force in each member of the truss shown. The load P units of lbf or kip. Use positive values for tension and negative for compression 370 lbf. Use FAB FAC- FBc
For the frames below: (i) draw the free body diagrams (ii)
draw the shear and moment diagrams (iii) use the virtual force
method to determine the horizontal displacement at joint B.
Assume I1 = 200, I2 = 800, E = 29000 ksi
1.2 kip/ft 20 ft 8.4 1.6 16.27 22.13 75.86 30 32 ft kip ft3 UR -in
1) Starting from a free body diagram, algebraically derive mass hanging mass hanging mass of box massof box Pulley box Mass 2) Starting from a free body diagram, algebraically derive equation μ-tan(0) box man pushes a crate massing 50 kg at a constant speed up a ramp inclined at an angle of 30 to the horizontal. The coefficient of kinetic friction between the crate and the ramp is .40. What force must the man exert on the crate?