In the beam shown below, determine the moment (in kN-m) at a point x = 5.5 meters from the left support. Include sign if necessary. 3 m 8 kN/m 3 m- B

A fixed-end beam AB supports a uniform load of Intensity q = 29.7 Ib/ft acting over part of the span. Assume that EI = 300 kip-ft. (Solve by the method of superposition. Assume the +x-direction is to the right, the +y-direction is upward, and the positive direction for moments is counterclockwise. Unless otherwise stated, use the statics sign convention.) 9f (a) Calculate the reactions at A and B. (Enter your forces in kips and your moments in kip-ft.) Ay kips B. kips M, = kip-ft MB kip-ft (b) Find the maximum displacement (in inches) and its location (in feet). (Enter the magnitude of the displacement. Assume x = 0 at A.) 8 max = (c) Calculate the reactions at A and B if the distributed load is applied from A to B. (Enter your forces in kips and your moments in kip-ft.) kips By kips M. kip-ft M. = kip-ft

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4.Determine the moment at A, B, C and D, then draw the moment diagram for the beam. Assume the supports at A and D are fixed and B and C are rollers. El is constant. Use the slope-deflection method. DO A 5 m BI 20 kN/m ņ CI 3 m - - 5 m DO D