2- For the structure shown, calculate reactions of bearing A and G. 1000 600mm + FO 50 kg

A 280-kg uniform rectangular plate is supported in the position shown in the figure by hinges A and Band by a cable DCE that passes over a frictioniess hook at C. Assume that the tenslon is the same in both parts of the cable and that hinge B does not exert any axial thrust. 060mm etcok 150 zim Print 90mm 675 mmm eferences 270 m Problem 04.117.c - Reactlon from plate Determine the reactions at Aand B INT- N k. The resction at As the reserion at 5s 1573 N)

Problem 3 (Pro 2.35 Textbook): The girder shown is supported by columns at A and B. Two smaller beams push downward on the girder with a force of 40 kN at C, and two other beams push downward with a force of 50 kN at D. Find the reactions at A and B. 2.5m 2.5m ; 2.5m he The STEEL GIRDER -STEBL BEAMS STEEL COLUMNS

Determine the reactions at supports A and B. As part of your solution draw a complete Free Body Diagram. Note that the roller at B is placed on an inclined plane.