USING THE MOMENT AT A as a redundant reaction, determine,
a) displacement at B using moment area, double integration OR conjugate beam method,
b) the coefficent of flexability fbb using Virtural work.
c) determine all reactions, Ay, Ax, Am, and Cy
Note: if you leave EI as a constant that is fine too, whatever works for you.
USING THE MOMENT AT A as a redundant reaction, determine, a) displacement at B using moment...
Determine the displacement at B using the conjugate beam method. Determi ine the displace ment at B. EI is constant Use the conjugate-beam method. 10 kN 6 KN 2 m
determine the displacement at b using conjugate beam method. Determine the displacement at B in Figure 1 using conjugate beam method. EJ is constant TTI A. oim 6m Figure I
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...
asap Q5: Using force method, determine the reactions of the supports for the beam shown in Figure (5). Then draw shear and bending moment diagrams for the beam. EI is constant. Use conjugate beam method to determine deflections. 6 m 50 KN 200 kN.m 9 m 3 m Fig. (5)
Determine the displacement at C. Assume A is a fixed support, B is a pin, and D is a roller. EI is constant. Use the conjugate beam method.
Q5: Using force method, determine the reactions of the supports for the beam shown in Figure (5). Then draw shear and bending moment diagrams for the beam. EI is constant. Use conjugate beam method to determine deflections. I need it in 30min or 1 h 6 m 50 KN 200 kN.m 22 А В. С 9 m to 3m
3.) Determine the maximum deflection and the maximum slope for beam shown below using either the moment area method or the conjugate beam method. (25P) 120 kN A AE ー10m ㅡㅡ 5 m EI constant E -200 GPa 1 = 700(106) mnm4
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...
E= 200GPa I=700*106 mm4For the beam shown determine:1. Using the method of the three-moment equation, determine the reactions at eachone of the supports.2. Using the double integration method, determine the slope and deflection equations.that describe the behaviorthroughout the beam.3. Using the moment area method verify that the deflection values at C and theslope in B are similar to thoseobtained through the double integration method.4. Ask God for forgiveness for all your sins
The cantilevered beam shown here has a known rigidity, EI, and length, b, and is loaded with a point force and a point moment as shown a) Determine all reactions forces and draw the shear and moment diagrams for this loading.b) Using discontinuity functions and the integration method, find the deflection and the slope of the beam at the free end.c) Using the moment-area method, find the deflection and the slope of the beam at the location of the point load.