Chapter 6, Problem 82P

Find the reactions at the fixed support A given the distributed loads shown. (+)+ 1 = (d) 1 = su A y 4 ft. 200 lb/ft 150 lb/ft + 3 ft B

The 470-kg uniform beam is subjected to the three external loads shown. Compute the reactions at the support point O. Thex-y piane is vertical. Positive values are to the right, up, and counterclockwise. 40 kN m 18 3.1 kN B -- X 7.4 kN 1.0 m- 2.1 m 2.1 m Answers: kN Ox = kN Oy: kN-m Mo=

Frames Sample Problem For the frame shown, Knowing that the pulley has a radius of 0.5 m, determine the components of the reactions at A and E. 1'm 2 m 1m B A C -3 m 700 N D -3 m E 2-32

The bent beam ABC is supported by a pin at B and a roller at C. Neglecting the weight of the beam, find the magnitudes of the reactions at B and C caused by the uniformly distributed load

The multispan girder has two shear plate connections that act as hinges at C and D. The midspan girder CD is simply supported on the cantilevered ends of the left and right girders. Determine the forces in the hinges and the reactions at supports A, B, E, and F. Also draw the shear and moment diagram.

Given that J is no. of joints. B and R are no. of members and no. of reactions. If B = 4, R = 3 and J = 4, then the truss is:-

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3. Find the reactions at both supports A and E. Also determine the axial forces developed at member CF. 0.6 | 0.5 m m m E link D B F 2 kN + 1.7 m-

The vertical bar is cantilevered to the floor as shown. Determine the reactions at B.