Determine the max. moment at A due the locomotive shown in Fig.(3) | 2.5 m 3@ 3m= 9m 2 A 4 m 3 B 2.5 m Direction of motion 20kN 40kN 40kN 40kN 3 m 1.5m/1.5m Fig. (3)
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- Solve 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 )Moment Distribution Method Given the continous Beam Determine the following: A. Supports Reaction b. Draw the Shear and Moment Diagram AB=3I BC=10I CD=2ITwo forces act on the screw eye. If F1 = 400 N andF2 = 600 N, determine the angle θ (0° ≤ θ ≤ 180°) betweenthem, so that the resultant force has a magnitude ofFR = 800 N.
- P1= 100KN A=4B. In Fig. below; rod AB rotates about an axis through A and s connected t0 block ) by a flexible and inextensible cable. Determine the linear velocity of block 1) when 0 = ' (3/4), and the angular velocity of AB is 2.5 ad/ sec counterclockwise. Fig2B B 15m,Determine the deflection at midspan of the structure Group of answer choices (-5wL^4)/384EI (5wL^4)/384EI (wL^3)/24EI (-wL^3)/24EI
- 1.What is the maximum intensity of moment for the beam loaded as shown? -20 KN-m -40 KN-m -80 KN-m -72 KN-m 2.What is the shear value at point just before C? 40KN 72KN 80KN 32KN 3.What is the shear value at point just after D? 80KN 72KN 32KN 40KN 4.What is the moment value at B? -72 KN-m -40 KN-m -20 KN-m -80 KN-m 5.What is the value of x, the additional point of zero shear from C? 3.0 m 1.6 m 2.67 m 2.4 m 6.What is the degree of curve in the shear diagram…(a) Solve the following indeterminate beam by the moment distribution method. Determine the reactions and draw the bending moment diagram. (b) If support B and support C settle downward by 0.008m and 0.004m, determine the reactions and draw the bending moment diagram. Given E=200*106 , I=10-5 . (Ans : (a) Ay=7.755, By=8.471, Cy=15.101, Dy=28.673, MAB=-6.676, MBA=5.399, MBC=-5.399, MCB=16.118, MCD=-16.118; (b) Ay=10.193, By=11.429, Cy=30.059, Dy=8.319, MAB=-13.298, MBA=-0.165, MBC=0.165, MCB=16.724, MCD=-16.724)Y = 92 A = 9 C = 5 Need answers after the moment reaction at B
- A rectangular reinforced concrete beam with width of 300 mm & effective depth of 600 mm is subjected to a service bending moment of 200 kN.m. The beam is reinforced with 4-32 mm diameter bars. n = 8. 1. Compute the distance kd? a. 246.33 mm b. 353.67 mm c. 170.33 mm d. 302.33 mm 2. Which of the following gives the moment of inertia about N. A.? a. 4173.81 x 106 mm⁴ b. 3471.81 x 106 mm⁴ c. 4371.81 x 106 mm⁴ d. 4713.81 x 106 mm⁴ 3. Which of the following most nearly gives the maximum stress in steel in Mpa? a. 100 b. 110 c. 120 d. 130Draw the shear and moment diagrams given that Ra=110.2 kN, Rb=310.1 kN, Rc=220.6 kN, Ma=-124.5 kN m, Mb =-258.9 kN m, Mc = -160.5 kNThe 300N block rests upon a level plane for which the fk is 0.20. A force P = 100N, directed at 30° from the horizontal pulls the block and moves 80m starting from rest. If the 100N force is then removed, how much further will it travel?