Determine the reactions and draw the shear and moment diagram 90 kN A 2m 5m m 50 kN/m 6m El=constant
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Topic: Structural Theory
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- Compute the reactions and draw the shear andmoment curves for the beam in Figure P9.19. Given: EI isconstant. Use the reactions at B as the redundants.Compute the reactions and draw the shear andmoment curves for the beam in Figure P9.20. Given: EI isconstant for the beam. E = 200 GPa, I = 40 × 106 mm4Determine the moments at all supports. Support B settles10 mm, and EI is constant. Take E = 200 GPa, I = 200x106mm4 Answer key: MAB = -12 kN-m; MBA = 64.58 kN-m; MBC = -64.58 kN-m; MCB = -146.69 kN-m
- The pole is subjected to the two forces F1 = 860 N and F2 = 450 N in the direction as shown inFigure 1. On the ground, the pole is supported by two cables CB and ED. (a) Determine the components of reactions at the base of a pole, A assuming it to be aball-and-socket joint.1.) What is the vertical reaction at A and B?2.) What is the horizontal and moment reaction B3.) What is the maximum positive moment in the beam?(kN-m)4.) What is the location of the maximum positive moment from point A? (m) 5.) What is the shear at a point between A and C?6.) What is the moment at a point under the concentrated load?look for: a. Reactions b. Shear and Moment Diagramc. Maximum Momentd. Equations w=022 Kn/m
- a) Compute the reaction R1 in KN. b) Compute the reaction R2 in KN. c) Compute the distance from R2 where the shear is zero in mm. d) Indicate the opening of the shear diagram cuve between R1 and R2. e) Compute the maximum positive moment in the beam in KN.m.a. Determine the reactions at joint A and B. b. Calculate the maximum moment. c. Draw the shear and moment diagrams for the beams. Include peak values on diagrams Shear Diagramdetermine the reaction R1. determine the reaction R2. determine the shear at point 4meters from R1 determine the moment at point 4 meters from R1. determine the maximum moment on the beam
- Determine the magnitude of the moment (Nm) of the force P = 534 N about the line DF. Round off only on the final answer expressed in 3 decimal places.Given : M1 = 4000 N/m M2 = 9000 N/m P = 3600 N (downward) w1= 800 N/m (downward) w2 = 600 N/m (downward) a = 4 m b = c = d = 5 m Determine the following:a. The maximum positive shear (in N).b. The maximum negative shear (in N).c. The maximum positive moment (in N-m).d. The maximum negative moment (in N-m).e. The location of maximum shear from the left end of the beam (in m).f. The location of the maximum moment from the left end of the beam (in m). Kindly Draw the detailed Shear and Moment Diagram. Compute for all of the necessary elements, Include the proper units, use the proper formula and round-off all the answers and final answers to 2 decimal places.Determine reaction at D and Moment reaction at A using conjugate beam method. Consider 150 mm x 200 (b x h) mm section and E = 80 GPa a = 2.2 m, b = 12.2 kN/m, c = 43 kN