Based on Problem 5-22 from the textbook. if the intensity of the distributed load acting on the beam is w, determine the reactions at the roller A and pin B. w=2.5 KM/m 8=35 a= 9.3 m b=4-3m

k1 = 80 N/mm, k2 = 100 N/mm, k3 = 160 N/mm, F3 = 200 N, F4 = 100 N find displacement in node 3 and 4. Calculate the reaction forces in node 1 and 2. k₁ 12 F3 k₂ 3 k₂ nim FA 4

Find the reaction at the supports of the beam of length L=29 m, the distances X =4 m, Y =7 m, z =8 m. F1 = 20, F2 =86 N, F3 = 70N. Neglect the self-weight of the beam. (ENTER ONLY THE VALUES BY REFERRING THE UNITS GIVEN IN BRACKET. ALSO SUBMIT THE HAND WRITTEN ANSWER SHEET IN THE LINK PROVIDED) F1 F2 F3 B II

Beam AC is loaded with the distributed load shown, where the magnitude of the distributed load is w, = 700 lb/ft at A and 300 lb/ft at C. The support at B is fixed and the support at C is a roller. Determine the reactions at the beam supports. The solution to this problem must include a free-body diagram of the beam and a sketch of the coordinate system used to apply EF = 0 and EM = 0. wo 300 lb/ft A В 5 ft 7 ft