draw shear and bending moment diagram. Show completed solution 45 KN 45 AN 71kN/m Lisat tist
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- Draw 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 kNW= 465kN/mUsing Slope Deflection Method, determine all reactions at supports also, determine shear andbending moments with complete labels. Use |=1/12 bh^3 and E = 2.15x10^7 KPaThe shear capacity V if a steel wide flange section, 600 mm deep whose web is 9 mm thick, is closest to: Assume fy = 200 MPa. Take FV = 0.4 Fy a. 645 kN b. 413 kN c. 507 kN d. 432 kN
- Analyze the given semi-frame and Develop the required equation/solution for every given answer. 1. What is the shear at E? 2. What is the shear and moment at point C? 3. What is the shear and moment at point A? please provide a solution, thank u so much.Given: Shear and moment at left of C Vc= -4.5 kn Mc= -4.5 kn-m Shear and moment at right of C Vc= 37.5 knMc= -94.5 kn-mFind shear: VA VB VC VD Find Moment: MA MB MC MD Identify Shear Maximum & Moment MaximumThe 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?
- A 6m simply supported beam AB carries 2 concentrated downward loads of P=48KN each placed at third points of the beam span. With constant EI=21000 KN-m2. Using Double Integration Method (DIM) with origin taken at point A (left support) where 0 ≤ x ≤ 6m, calculate the first constant of integration, C1? Express your answer in KN-m2 in 2 decimal places.W= 1317 kN/mUsing Slope Deflection Method, determine all reactions at supports also, determine shear andbending moments with complete labels. Use |=1/12 bh^3 and E = 2.15x10^7 KPaShear and Moment Diagram ANSWER IN 15MINS PLS
- The 450N plate is attached to collars which may slide on the vertical rod. If the coefficient of static friction is 04 between both collars and the rod determine the maximum supporting force available from friction when F = 0 and when F = 200N; a = 2.75m , b = 4.5m , c = 2m Show solution, the answer is 618.75The bent bar shown is subjected to 3 forces shown. Replace these forces with an equivalent couple M and single force F at point A. Show solution to answers M = 21.8 kN-m, cw Fv = 12.03 kN, D FH = 1.60 kN, RBefore the load P was applied, a gap, ?0(2.75mm) existed between the cantilever beam AC andthe support at B. Knowing that E=200 GPa, determine the magnitude of P for which thedeflection at C is δ(5.5mm) and the reaction at B. (Hint: Use the method of superposition and beam deflections in Appendix A)