5. Determine the reactions for the beam loaded as shown in Fig. P-334. 150 lb/ft- 120 1b 60 lb/ft 6- R2 R1 FIG. P-334.
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- Determine the moment of the force with respect to point A for each of the systems shown in fig . P1-26. The 100-Ib force of Fig. P1-26a id vertical and passes through the center of the rec-tangleDetermine The Reaction At Support B In Units Of Kips.c. Determine the reactions of the fixed support at the right end of the 5-m length beam shown.
- a) Calculate the reactions (N) at each of the two rear wheels... (i) at A. (ii) at B. c) If crate D is removed and the position of crate C remains, calculate the reactions (N) at each of the two front wheels at B. Note: cdb=948 kg(a) Assuming that no loads act in Figure P9.16,compute the reactions if support B is constructed 0.48 in.too low. Given: E = 29,000 kips/in.2, I = 300 in.4. (b) Ifsupport B settles _32 in. under the applied loads, computethe reactions.Determine the reactions and draw the shear and bending moment diagrams for the four-span continuous beam shown in Fig. 15.11(a).
- For the frame and loadings shown P=310 KN, and F=620 1-magnitude of horizontal reaction at E 2- magnitude of vertical reaction at A 3- magnitude of vertical reaction at E 4- magnitude of vertical reaction at C 5- magnitude of horizontal reaction at CDetermine the reactions at the supports and draw the bending moment diagram for the following structure. (Ans : Ax=-6.618, Ay=3.469, Ex=-0.11, Ey=27.178, Fx=-3.272, Fy=19.83, Dy=4.522, MAB=-4.209, MBA=10.331, MBC=-9.964, MCB=6.726, MCD=-11.91, MBE=-0.367, MEB=-0.184, MCF=5.185 )Determine the reactions and draw the shear and bending moment diagrams for the three-span continuous beam shown in Fig. 15.6(a) by the slope-deflection method.
- Find the magnitudes of the pin reactions at A, C, and E caused by the 180-lb · ft couple.Q3: Determine the reactions at A and B for the frame loaded shown in Figure.Find the support reactions, draw the free-body diagram of the beams that shows the reactions and the equivalent loadings of the beams. Show the computation where M0 = 1,220 N-m, P = 2650 N, w0 = 1702 N/m, a = 2 m, b = 1.5 m, c = 3.5 m, d = 1.5 m