2. By using Conjugate Beam Method, Determine the deflection at the free end of the beam shown 180 kN 15 kN/m B -5 m- -5 m- -4 m- El = constant E = 70 GPa I = 2,340 (106) mm4 %3D %3D
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- Use the virtual work method to determine the horizontal and vertical components of the deflection at joint B of the truss shown. 3 m 2 m 100 kN B 50 kN 4 m EA= constant E =70 GPa A = 1,000 mm² CUsing the moment-area method, determine the slope and the vertical deflection at point A of the beam shown at Figure 1. Note that CD kN = 8kN.Determine the slope and deflection at point B of the beam shown using doubleintegration method.
- Calculate the slope and deflection at C using the conjugate beam method, w=25 kN/m, P=19kN, support A is pin and support B is a roller.VIRTUAL WORK METHOD Analyze the determinate frame below and determine the vertical and horizontal deflection at the free end.Use moment area method to calculate the deflection at “A” and “D” and the maximum deflection of beam between “B” and “C” E I = 40000 kN.m2.
- Use Virtual Work Method to solve for the vertical deflection at the C in mm2. Use the area-moment method to determine the slope and deflection at point B of the beam shown below.Using Double Integration Method tabulate the value of deflection of the beam at an interval of 0.2m from the left support and using this values draw the elastic curve of the beam.
- Determine the maximum deflection using Moment-Area Method for the shown beam.For the beam shown, determine the slope of the beam at A and the deflection of the beam at B using double-integration method. Assume a constant value of EI=125x10^3 KNm^2 for the beam.Calculate the slope and deflection at B and E of the beam and loadings shown using double integration method. The section of the beam is tubular with outer diameter of 500mm and inner diameter of 200mm. E=20GPa. (point B is not an internal hinge).