Determine the reactions at the supports of the beam which is
loaded as shown.
Assume w1 = 600 N/m, w2 =
220 N/m, a = 7.1 m, b = 1.8 m.
Determine the reactions at the supports of the beam which is loaded as shown. Assume w1...
Given the beam and the loading shown below, if L = 7 m, w1 = 6 N/m and w2 = 21.5 N/m. Calculate the vertical reactions at the supports. THIS ASSIGNMENT CONTRIBUTES TO YOUR COURSE MARK Given the beam and the loading shown below, if L-7 m, W1 6 N/m and w2 21.5 N/m. Calculate the vertical reactions at the supports W. W1 Reactions: A,- | Number Units tolerance 0.5 N) Units tolerance 0.5 N) ByNumber
3. Determine the reactions at the supports shown in the following figure. The beam has a roller joint at A and a pin joint at B. (25 points) 900 N/m 600 N/m
A propped cantilever beam is loaded as shown. Determine the reactions at A and D (positive if the force is up and if the moment is counterclockwise) for the beam. Assume EI = 8.1 x 106 lb-inf. Assume L 66 in., w 29 lb/in., P-440 lb Answers: lb, MA--37752 Ib-in A 1144 572 D= lb.
Q3. a. Determine the reactions at supports A and B for the beam as shown in figure below. (Assume support A is a roller and support B hinged) 15.01 22 N/m 15 N 50 Nm B А 6.5 m 3.5 m b. Draw the free body diagram of each of the blocks given in the figure below. [2.5)
Determine the magnitudes of the reactions at A and B for the beam loaded as shown. Chapter 5, Problem 5/091 GO Tutorial Determine the magnitudes of the reactions at A and B for the beam loaded as shown 1620 lb/ft 15400 lb-ft A В 5' 51 Answers: A = lb B = lb o
A propped cantilever beam is loaded as shown. Assume that EI = 250,000 kN-m2, and use discontinuity functions to determine (a) the reactions at A and B. (b) the beam deflection at C. The reaction forces are positive if up and negative if down. The reaction moment is positive if counterclockwise and negative if clockwise. Assume LAB = 5.4 m, LBC = 2.9 m, MC = 700 kN-m. V Mc X A B LAB LBC Answers: (a) Ay = KN...
B. Find the reactions at supports A, B, E, and F of the compound beam loaded as shown in Fig. Q2. 24 kN 10 kN/m IOI Fig. Q2
(a) Determine the support moments and reactions for the continuous beam (loaded as shown in Fig. 4a) having variable moment of inertia (1) using Slope Deflection Method when support B moves up by 0.01m. Support A is fixed and the other supports are rollers or pins. Use E 200 GPa, and1 400 x 60kN 60kN 30kN/m 60kN/m 21, B 41 20m 5m ←15 m 5m 10 m 10m Fig. 4a
1. For the beam loaded as shown, determine the displacement at C midway between the supports by double-integration method. 3.KN/m 8KN 3.KN/m 1.0 m 2.5 m 2.5 m
1. For the beam loaded as shown, determine the displacement at C midway between the supports by double-integration method. 3.KN/m 8KN 3.KN/m 10 m 2.5 m 1.0 m 2.5 m