Suppose P = 2500 lb. From the frame below, determine the magnitude and direction of the vertical and horizontal reaction (1) at A and D (2) at C as it acts on member BCD

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As per the crane shown in the Figure. Determine the Reaction at D and E.

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Determine the magnitude of the reaction at support A, in lb. If: P = 314 lb, h = 13 in., A = 27 in. b = 8 in.

2.3-5. The two rods AC and BC are hinged together at C and are supported by the cable DE and the ball-and-socket joints at A and B. Rod BC is subjected to a force on the plane normal to the x-axis. Section 2.3 / Equilibrium of rigid bodies in three dimensions 2 ft D 4 ft 2ft 2 ft 60° 100 lb B 91 (a) Draw the free-body diagram of the system of the two rods. (b) Using the free-body diagram of part (a), determine the tension T in the cable. Hint: This can be accomplished by writing a single equilibrium equation.

DETERMINE THE REACTION AT POINT B

Q4 The 450-kg uniform I-beam supports the load shown. Determine the reactions at the supports. -5.6 m +2.4 m- B 200 kg

The beam is supported at A by a pin support and is held in equilibrium by the cable at B. Choose two correct answers from the following. 500 N The horizontal component of the reaction at support A is 200 N O The vertical component of the reaction at support Ais 400 N O The tension in the cable is 600 N O The magnitude of the reaction at support A is 447.21 N O The tenslon in the cable is 500 N 5.

4 kN Q3: Find the reactions for the following 35 KN 25 kN/m 40 3 kN/m B 72 KN.m D 1.5 m 1.5 m