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- A continuous beam is loaded as shown 18. Which of the following gives the fixed end moment AB in kN-m? a. 12 kN-m b. 8 kN-m c. 10 kN-m d. 5 kN-m 2. Which of the following gives the distribution factor at B for the member BA in %? a. 33.3% b. 66.6% c. 35.47% d. 45% 3. Which of the following nearly gives the moment at B using moment distribution method in kN.m? a. 12.89 b. 13.2 c. 11.2 d. 14.6DRAW THE SHEAR AND BENDING MOMENT DIAGRAM OF THE BEAM SHOWN. SOLVE THE PROBLEM USING MOMENT DISTRIBUTION METHOD. W1 P a L1 L2 W2 73 KN/m 219KN 5.4m 9.10m 11m 36.5KN/m(a) Compute the vertical deflection at C, the horizontal deflection at D and the rotation at A by the virtual work method. (b) If support E moves to the right by 5mm and settles downward by 10mm, compute the additional horizontal deflection at D. Given E=200GPa and I=108mm4 .
- Analyze the statically indeterminate beam shown. Determine all reactions and draw the shear and moment diagram. P = 20 kN L =8m Use: a) Slope Deflection MethodSolve the following indeterminate beam by the moment distribution method. Determine the reactions and draw the bending moment diagram. (Ans : Ay=4.156, By=10.839, Cy=34.937, Dy=30.068, MAB=-0.677, MBA=17.396, MBC=-17.396, MCB=16.929, MCD=-16.929, MDC=10.285 )Determine the following unknowns on the beam shown below using Area-Moment Method. Consider 150 mm x 150 mm section and E = 80 GPa. Note that: a = 3.7 m b = 31.0 kN/m c = 35 kN Find the ff. A. Vertical reaction at B in kN. B. Moment reaction at A in kN-m. C. Deflection at point C in mm. D. Deflection at midspan of AB in mm.
- Use Area moment method P = 54 a = 2The beam AB is subjected to the uniformly distributed load shown and to two unknown forces P and Q. Knowing that it has been experimentally determined that the bending moment is +6.10 kip ft at D and +5.50 kip ft at E, (a) determine P and Q, (b) draw the shear and bending-moment diagrams for the beam. 250 lb/ft C D E F Fig. P7.91An indeterminate beam loaded a uniformly distributed load from A to B, from B to C, a linearly varying from 0 to 6 kN/m, is fixed at C, and a roller at point A and also in point B (where it settled 25 mm downwards here). The flexural rigidity is constant from A to C. Use E = 180 GPa, I = 1024 x 106 mm4 .Calculate the reactions and draw the shear and bending moment diagram for this beam using Slope Deflection Method.
- Determine the deflection at midspan of the structure Group of answer choices (-5wL^4)/384EI (5wL^4)/384EI (wL^3)/24EI (-wL^3)/24EIDraw the shear force diagram and moment diagram of AF. g=9.81For the section shown in Fig.1 if the applied moment =200 KN.m, n=12, b =841 mm, d=500 mm, As =1814 mm2, bw=250 mm, and hf =101mm. Find the moment of tension area about x-x axis