1 - (50%) Use the moment area method to determine deflection at point A, and rotation...
5-Use moment area method. Determine the vertical displacement of point D. Use moment area method. A is fixed, B is a hinge and C is a roller. Note that El is not constant. 2KN 2 KN/m EI EI D 2EI 1m
5-Use moment area method. Determine the vertical displacement of point D. Use moment area method. A is fixed, B is a hinge and C is a roller. Note that El is not constant. 2KN 2 KN/m EI EI D...
2 - Using moment area method, for the beam shown in Figure P-2 find deflection at the center (point C) and rotation under the concentrated load (point D). Also, find location and value of the maximunm deflection. EI constant. 3- Repeat Problem 2 where I for CB is twice as large as I for AC. 4 - For the beam shown in Figure P-3, find the reactions and draw shear and moment diagrams. A is fixed, B and D are hinges, and...
Using the moment-area method determine the deflection at point C of the beam shown below. Supports in A and B are pin and roller, respectively. Consider EI =const.
Use the moment-area method to determine
the slope and deflection at point D of the beam shown.
Question 3 (30 points): Determine the smallest moment of inertia I required for the members of the frame shown, so that the horizontal deflection at joint C does not exceed 1 inch. Use the virtual work method. E 29000 ksi EI - Constant. 7k Hinge 20 ft 10 ft10 ft
Question 3 (30 points): Determine the smallest moment of inertia I required for the members of the frame shown, so that the horizontal deflection at joint C does not exceed...
Use the conjugate-beam method and determine the slope just to the left and just tothe right of the pin at B. Also, determine the deflection at D. Assume the beam isfixed supported at A, and that C is a roller. EI is constant.
Using slope-deflection method, draw the moment diagram. Consider
two degrees of freedom, one rotation at B and one rotation at C.
Members are axially rigid and shear deformation in members can be
neglected
B EI EI 0.5L
Q4) Use the Conjugate Beam Method and determine the deflection and slope at the right side of hinge B (AB, BR) as well as slope at C(O). A is a fixed end and C is a roller. - 12 ft- -12ft- O e CO re to search
Use Method of Virtual Work.
1. The 10 ft long steel (E = 29,000 ksi) cantilever beam shown below has a fixed support at the left end (Point A). The beam supports a 10 kips (downward) load at Point B and a 50 k-ft "point couple" (clockwise) at the free end of the cantilever (Point C). Region AB is 6 ft long with moment of inertia IAB = 500 in". Region BC is 4 ft long with moment of inertia...
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