Q4) Use the Conjugate Beam Method and determine the deflection and slope at the right side...
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.
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
Use the conjugate-beam method to determine the slope and deflection at point D of the beam shown.
Problem#2: Use the conjugate-beam method and determine the slope just to the left and just to the right of the pin at B. Also, determine the deflection at D. Assume the beam is fixed supported at A, and C is a roller. El is constant. [35 points] Ma 5 kN m moment at point on conjugaie bea ri shear at point on conjngele beam Ay Im im
Using Conjugate Beam Method, Determine the Deflection and slope at mid-span of a simply supported beam, as shown in figure Using Conjugate Beam Method, Determine the Deflection and slope at mid 40 kN 60 kN
For the beam shown, use the Conjugate Beam Method to determine a) The deflection at F, b) The slopes on both sides of the hinge at C. 90 KN 160 kN.m E B с D F 2 m 2 m 2 m E 2 m EI = Constant
For the beam shown, use the Conjugate Beam Method to determine a) The deflection at F, b) The slopes on both sides of the hinge at C. 90 KN 160 kN.m E B с D F 2 m m 2 m 2 m 2 m EI = Constant
For the beam shown, use the Conjugate Beam Method to determine a) The deflection at F, b) The slopes on both sides of the hinge at C. 90 KN 160 kN.m E B с D F 2 m 2 m 2 m 2 m 2 m EI = Constant
For the beam shown, use the Conjugate Beam Method to determine a) The deflection at F, b) The slopes on both sides of the hinge at C. 90 KN 160 kN.m E B с D F 2 m 2 m 2 m * 2 m + 2 m EI = Constant
For the beam shown, use the Conjugate Beam Method to determine a) The deflection at F, b) The slopes on both sides of the hinge at C. 90 KN 160 kN.m E B D F A 2 m ! 2 m 2 m 2 m + 2 m + 1 1 EI - Constant