5kN 10kNm B A Im |- 2m →|< 2m →e 2m 000 a) Determine the shear force, and moment at a section passing through point C of the beam. T=. kN Mc=. kNm b) Calculate the maximum tensile and compressive bending stresses on the cross-section of point C on above beam. (0.) me MPa 12mm 48mm min= 12mm
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- the circular bar 20m in diameter is bent into a semicircle with a mean radius of 600mm. givern P=1462N and F=800 N. 1. compute the vertical reaction at A in kN a. 886 b. 712 c. 933 d. 1232 2. compute the axial force in section a-a in kN. e. 400 f. 1266 g. 731 h. 693 3. compute the bending moment in N-m in section a-a. i. 284 j. 187 k. 667 l. 348Compute the reactions and draw the shear and mo-ment curves for the beam in Figure P9.21. In addition tothe applied load, the support at C settles by 0.1 m. EI isconstant for the beam. E = 200 GPa, I = 60 × 106mm4In the figure on the right where there is a 50 N single load at point Bof the given rod system, (between AB: 4m / BC: 1m)a) find the support reactions?b) Immediately after support A, just before point Band immediately after and just before the C-bracketFind the cross section effects by cutting?c) Draw the cross sectional influence diagrams.
- The frame (Figure 1) has dimensions H1 = 4 m , H2 = 3 m , L1 = 5 m , and L2 = 10 m and supports two lateral loads P1 = 10 kN and P2 = 12 kN . a) Use the portal method to determine the shear at J. VJ = ? b) What is the vertical reaction from the ground on the base of the column at AA? Let a positive reaction be pointing upward. Ay = ? c) What is the vertical reaction from the ground on the base of the column at B? Let a positive reaction be pointing upward. By = ?GIVEN: L1 = 4.5 m W1 = 10 kN/m L2 = 1.2 m W2 = 12 kN/m L3 = 0.5 m L4 = 12 m L5 = 1.5 m A. What is the maximum shear in Beam D-E-B? B. What is the maximum moment in Beam A-B-C?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.
- a) Compute R1 in Newton. b) Compute R2 in Newton. c) Compute the value of EIy at the midspan of the beam in kN-m^3.10m beam is loaded with point load P1 = 100N at 2m from the fixed end support. A distributed load (W1) was also imposed with a magnitude of 100 N/m as shown. The beam is supported by a pin and a roller at locations specified in the free body diagram. what are the reactions in A and B at what distance will the shear be equal to ZERO between A and B what the computed maximum positive bending moment? Note: counterclockwise moment on the righthand side of the beam element be positiveRod AB is fixed to a smooth collar D, which slides freely along the vertical guide. Determine the internal normal force, shear force, and moment at point C, which is located just to the left of the 60-lb concentrated load.
- Determine the deflection at point C. The reaction at the roller support is 1.6 w0La. What is the absolute maximum shear in the beam? (in kN) b. What is the location of the absolute maximum shear from the left end of the beam? (in m) c. What is the absolute maximum moment in the beam? (in kNm)a. What are the external reaction at the position of the rocker at D, the external horizontal, vertical and resultant reactions at point A? [Solve for a value in kips, with right as positive and left as negative.] b. What is the force in member BC? c. What is the minimum possible diameter of the pin at A which is double shear and the minimum possible diameter of pin B which is single shear? [in inches]