Using Double Integration Method, Determine the Deflection at x = 1.6m (from left)

1. Use the conjugate-beam method to determine the slope and deflection at point B of the beams shown in the figure. A 2 k/ft -30 ft- El = constant E = 29,000 ksi I = 3,000 in.4 B

solve step by step in digital format Solve the following exercises by the conjugate beam method A 18 ft 6 klb/ft

1. Given: A structure shown below Find: (1) Determine the magnitudes and locations of the two distributed loadings. In other words, determine the magnitude and location of the loading between A and C, and those of the loading between D and B. (2) For the member DEB, (a) take the moment at B and find the reaction at E and (b) then find By by either Fy= 0, or EMp = 0. (Recall that support conditions at B and E are rollers, so there are no reactions in x-direction.) (3) For the whole structure, 3 unknown forces and moment at A (Ax, Ay and Ma) are the only unknowns. Determine those 3 unknowns at A. 900 N/m 900 N/m B A C D 2E - 3 m 3 m - 4 m - 3 m3 m-

Hand written please

1. From the given figure below, determine the maximum deflection and slope of the beam. Use double Integration Method Figure1.1 18 kip / ft A 2 EI -20 ft