Homework Answers
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10 kips Determine the rotation at B and10 Kips vertical deflection at A for the beam...
Determine the maximum deflection (in inches) if the load is 16 kips. E = 29,000 ksi...
Determine the maximum deflection (in inches) if the load is 16
kips. E = 29,000 ksi and I = 500 in4.
A B 6 ft- -6 ft-
4. Calculate the vertical deflection and rotation at point A of the beam shown using the...
4. Calculate the vertical deflection and rotation at point A of the beam shown using the virtual work method using conventional integration and only bending deformations to find the indicated deflections/ rotations in each structure. E 29,000 ksi. (20pts) 2 klf A 1- 1500 in B 3600 in C 10 ft
Structural analysis 4. Calculate the vertical deflection and rotation at point A of the beam shown...
Structural analysis
4. Calculate the vertical deflection and rotation at point A of the beam shown using the virtual work method using conventional integration and only bending deformations to find the indicated deflections/rotations in each structure. E-29,000 ksi. (20pts) 2 klf A 1 1500 in B 3600 in C
Problem 4 Use the conjugate beam method to determine the slope and deflection at point B...
Problem 4 Use the conjugate beam method to determine the slope and deflection at point B of the beam shown. E- 29,000 ksi. I-3,000 in4. 2 k/ft 30 ft
volume of an object as a function of time is calculated by V-Ap+B/t, where t is...
volume of an object as a function of time is calculated by V-Ap+B/t, where t is time r 10. The volume of in V is e asured in seconds and V is in cubic meters. Determine the dimension of the constants 4 and B a) A [m's'] and B [m/s b) A m/s'] and B [m/s) c) A (n'/s) and B (m%) d) A[m'] and B [m e) A [1/s)] and B [1/s] Problem 1 Determine the slope and deflection...
Use the virtual force method to determine the rotation and displacement at A. Show the direction...
Use the virtual force method to determine the rotation and
displacement at A. Show the direction of the arrows. EI is
constant. Assume E = 29,000 ksi and I = 180 in4.
Problem #2 Use the virtual force method to determine the rotation and displacement at A. Show the direction of the arrows. El is constant. Assume E = 29,000 ksi and I =180 in. 1.2 kip/ft A с E 8 ft 24 ft ( Skip ft? rad EI in...
For the beam shown, assume that ET-130 ,000 kip-ft2, P = 80 kips, and w = 4.5 kips/ft. Use discontinuity functions to determine (a) the reactions at A, C, and D (b) the beam deflection at B Assume LA...
For the beam shown, assume that ET-130 ,000 kip-ft2, P = 80 kips, and w = 4.5 kips/ft. Use discontinuity functions to determine (a) the reactions at A, C, and D (b) the beam deflection at B Assume LAB = LBC = 9.0 ft, LCD = 18.0 ft. AB CD Sum the forces in the y direction to find an expression that includes the reaction forces Ay, Cy, and Dy acting on the beam. Positive values for the reactions are...
1 - (50%) Use the moment area method to determine deflection at point A, and rotation...
1 - (50%) Use the moment area method to determine deflection at point A, and rotation (slope) to the right of point C. EI is constant. B is a roller support, C is a hinge, and D is fixed. Also, if E = 29,000 ksi and I = 90,000 in^ what is the value of deflection at C. - 60k rok A - B - 30tk 30* 30 * 457
P8.20. (a) Compute the vertical deflection and slope of the cantilever beam at points B and...
P8.20. (a) Compute the vertical deflection and slope of the cantilever beam at points B and C in Figure P8.20. Given: El is constant throughout, L = 12 ft, and E = 4000 kips/in.?. What is the minimum required value of I if the deflection of point C is not to exceed 0.4 in.? P= 6 kips w = 1 kip/ft Kips А B C 6 6- P8.20
Determine the beam deflection at point H. Assume that EI = 2.03 × 106 kips-in.2 is constant.
Determine the beam deflection at point H. Assume that
EI = 2.03 × 106 kips-in.2 is
constant.
2 kips/ft 18 ft 8 ft L 6 ft 0.724 in. (up) O 1.364 in. (up) O 0.981 in. (up) 0.912 in. (up) 0.808 in. (up)
2 kips/ft 18 ft 8 ft L 6 ft 0.724 in. (up) O 1.364 in. (up) O 0.981 in. (up) 0.912 in. (up) 0.808 in. (up)
Determine the maximum deflection (in inches) if the load is 16
kips. E = 29,000 ksi and I = 500 in4.
A B 6 ft- -6 ft-
4. Calculate the vertical deflection and rotation at point A of the beam shown using the virtual work method using conventional integration and only bending deformations to find the indicated deflections/ rotations in each structure. E 29,000 ksi. (20pts) 2 klf A 1- 1500 in B 3600 in C 10 ft
Structural analysis
4. Calculate the vertical deflection and rotation at point A of the beam shown using the virtual work method using conventional integration and only bending deformations to find the indicated deflections/rotations in each structure. E-29,000 ksi. (20pts) 2 klf A 1 1500 in B 3600 in C
Problem 4 Use the conjugate beam method to determine the slope and deflection at point B of the beam shown. E- 29,000 ksi. I-3,000 in4. 2 k/ft 30 ft
volume of an object as a function of time is calculated by V-Ap+B/t, where t is time r 10. The volume of in V is e asured in seconds and V is in cubic meters. Determine the dimension of the constants 4 and B a) A [m's'] and B [m/s b) A m/s'] and B [m/s) c) A (n'/s) and B (m%) d) A[m'] and B [m e) A [1/s)] and B [1/s] Problem 1 Determine the slope and deflection...
Use the virtual force method to determine the rotation and
displacement at A. Show the direction of the arrows. EI is
constant. Assume E = 29,000 ksi and I = 180 in4.
Problem #2 Use the virtual force method to determine the rotation and displacement at A. Show the direction of the arrows. El is constant. Assume E = 29,000 ksi and I =180 in. 1.2 kip/ft A с E 8 ft 24 ft ( Skip ft? rad EI in...
For the beam shown, assume that ET-130 ,000 kip-ft2, P = 80 kips, and w = 4.5 kips/ft. Use discontinuity functions to determine (a) the reactions at A, C, and D (b) the beam deflection at B Assume LAB = LBC = 9.0 ft, LCD = 18.0 ft. AB CD Sum the forces in the y direction to find an expression that includes the reaction forces Ay, Cy, and Dy acting on the beam. Positive values for the reactions are...
1 - (50%) Use the moment area method to determine deflection at point A, and rotation (slope) to the right of point C. EI is constant. B is a roller support, C is a hinge, and D is fixed. Also, if E = 29,000 ksi and I = 90,000 in^ what is the value of deflection at C. - 60k rok A - B - 30tk 30* 30 * 457
P8.20. (a) Compute the vertical deflection and slope of the cantilever beam at points B and C in Figure P8.20. Given: El is constant throughout, L = 12 ft, and E = 4000 kips/in.?. What is the minimum required value of I if the deflection of point C is not to exceed 0.4 in.? P= 6 kips w = 1 kip/ft Kips А B C 6 6- P8.20
Determine the beam deflection at point H. Assume that
EI = 2.03 × 106 kips-in.2 is
constant.
2 kips/ft 18 ft 8 ft L 6 ft 0.724 in. (up) O 1.364 in. (up) O 0.981 in. (up) 0.912 in. (up) 0.808 in. (up)
2 kips/ft 18 ft 8 ft L 6 ft 0.724 in. (up) O 1.364 in. (up) O 0.981 in. (up) 0.912 in. (up) 0.808 in. (up)
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