For the beam shown, determine the support reactions using singularity functions. Hint: For a distributed load, q = w(x) Place origin at point A พ A a Ов C
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- In Figure Q5(e), a statically determinate pin-jointed plane truss is pinned at A and supported on rollers at B. It carries two loads of 5000kg at joints F and G. (i) c) Prove that the plane truss is a statically determinate structure. (ii) Using the method of joint determine all member forces. Using the method of section, determine the member forces of CD and FG. (iii) L= 5m for each member.A cantilever beam is free of support at point A and is clamped at the point B, as shown in the Figure Q4 below. Calculate the support reaction force and moment for the non-uniformly distributed load, where w =74 N/m and L = 6 m. The downward direction is denoted as positive direction in force and the anti- clockwise direction is defined as positve in moment. For all numerical answers, answer to within 3 decimal places. A v y -L- Figure Q4: A cantilever beam under non-uniformly distributed loadPlease solve using 3 kip instead of 2 kip for the downward force 2 kip at P a 60° 1 kip The end of a cantilever I beam supports forces from three cables. a) If P = 0, determine the resultant force applied by the two cables to the I beam and report your result using polar vector representation. b) Repeat Part (a) if P = 1.5 kip and ? = 30?. c) With ? = 30?, what value of P will produce a resultant force that is horizontal? d) If the resultant force is to be horizontal and Pis to be as small as possible, determine the value ? should have and the corresponding value of P.
- Kindly provide all right solutions with clearly.Question: Determine the internal loading in the hook shown below at the point R, 8. A free body diagram of the hook's end is provided. The hook may be analysed as a 2 dimensional body. Given: R = 0.2 m 0 = 30 deg F-3 KN 1) Find the normal force N. 2) Find the shear force V. 3) Find the bending moment M. N9 Consider the plane truss with load Pas shown in the figure. Let the horizontal and vertical reactions at the joint B be Hg and V, respectively and Vc be vertical reaction at the joint C. 2 exhoM S SLO 60° - II B A 60° D L 60° F 60° KLA G P с Which one of the following sets gives the correct values of VB, HB and V? (a) VB = 0; HB = 0; Vc = P (b) VB P/2; HB = 0; Vc = P/2 (c) VB = P/2; HB = P (sin60°); Vc = P/2 (d) VB = P; HB = P (cos(60°); Vc = 0 [2016
- Consider the distributed loading acting on the frame structure which is pin-supported at B and D:a. Calculate a the free coefficient in the distributed load function w(y). Make sure to provide its proper units as well.b. Calculate the resultant force from the distributed load and where it acts along member AB. c. Show a complete and labeled free-body diagram(s) of the structure with the distributed lod replaced by a single concentrated force.d. Solve for the support reactioncomponents Bx, By, Dx, Dy on the frame at the pin-support locations B and D.Solve pleaseFlexure stress *Please answer in complete solution and draw the shear and moment diagram, Solve the Area moment of inertia*
- Solve with Free body diagramFor the beam and loading shown,(a) Use discontinuity functions to write the expression for w(x). Include the beam reactions in this expression.(b) Integrate w(x) twice to determine V(x) and M(x).(c) Use V(x) and M(x) to plot the shear-force and bending-moment diagrams.Let a = 3.5 m, b = 1.2 m, wA = 23 kN/m, and wB = 50 kN/m. Label all significant points on each diagram and identify the maximum shear force and bending moment along with their respective locations. Clearly differentiate straight-line and curved portions of the diagrams.Note that answers may be positive or negative. Here, "maximum" refers to the largest magnitude value, but you should enter your shear force and bending moment with the correct sign, using the sign convention presented in Section 7.2 of the textbook. If the magnitudes of the largest positive and largest negative values are the same, enter a positive number.For the beam and loading shown,(a) Use discontinuity functions to write the expression for w(x). Include the beam reactions in this expression.(b) Integrate w(x) twice to determine V(x) and M(x).(c) Use V(x) and M(x) to plot the shear-force and bending-moment diagrams.Let a = 3.8 m, b = 1.3 m, wA = 17 kN/m, and wB = 51 kN/m. Label all significant points on each diagram and identify the maximum shear force and bending moment along with their respective locations. Clearly differentiate straight-line and curved portions of the diagrams.Note that answers may be positive or negative. Here, "maximum" refers to the largest magnitude value, but you should enter your shear force and bending moment with the correct sign, using the sign convention presented in Section 7.2 of the textbook. If the magnitudes of the largest positive and largest negative values are the same, enter a positive number.