NCC ENGG 251 (Doney)HWK Chapter 06Name:5. The ski supports the 180-lb weight of the man. If the snow loading on its bottom surface is trapezoidal as shown,determine the intensity w, and then draw the FBD, and the shear and moment diagrams for the ski. SHOW ALLWORK!!180 lb3 ftWW1.5 ft--3 ft-1.5 ft-adj enimmstelMX08 = M to mamom ismetni nsudijaib 229 je gnioned siti bis 1219912 SCEA mot150 mmPage 7 of 118/30/2021 10:35 AM

Answered: NCC ENGG 251 (Doney) HWK Chapter 06…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Please answer Part 3, thank you PART 1 Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a= 6 m, b = 3 m, PB = 70 kN, Pc= 100 kN, and PE= 30 kN. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. Calculate the reaction forces Ay and Dy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax= 0, it has been omitted from the free-body diagram.) Answer: Ay = 50 kN Dy= 150 kN PART 2 Determine the shear force acting at each of the following locations: (a) x = 3m (b)x= 9 m (c)x = 13.5 m (d)x= 18 m When entering your answers, use the shear force sign convention. Answers: (a) V= 50 kN (b) V= -20 kN (c) V= -120 kN (d)V= 30 kN PART 3 (PLEASE ANSWER, THANK YOU) Determine the bending moment acting at each of the…
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Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=4.0 m, b=2.5 m, PB = 4 kN, PC = 4 kN, and MB = 60 kN-m. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise.Calculate the reaction forces Ay and MA acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax = 0, it has been omitted from the free-body diagram.) Determine the bending moment acting at each of the following locations:(a) x = 0+ m (i.e., just to the right of fixed support A)(b) x = 4.0– m (i.e., just to the left of B)(c) x = 4.0+ m (i.e., just to the right of B)(d) x = 6.5 mWhen entering your answers, use the bending moment sign convention.Answers:(a) M = kN-m.(b) M = kN-m.(c) M = kN-m.(d) M = kN-m.
Divide the plane frame structure shown in the image into suitable parts for analytical examination and draw the free-body diagrams of the parts. Additionally, determine the shear force and bending moment diagrams of the structure. F = 10 kN and a = 2 m. There is a roller support on the left edge and a fixed support at the bottom.
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=3.5 m, b=5.0 m, MB = 110 kN-m and MC = 145 kN-m. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise.Calculate the reaction forces Ay and Dy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax = 0, it has been omitted from the free-body diagram.)Determine the shear force acting at each of the following locations:(a) x = 0+ m (i.e., just to the right of point A)(b) x = 3.5– m (i.e., just to the left of B)(c) x = 3.5+ m (i.e., just to the right of B)(d) x = 12.0– m (i.e., just to the left of D)When entering your answers, use the shear force sign convention.Answers:(a) V = kN.(b) V = kN.(c) V = kN.(d) V = kN.
Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=3.5 m, b=5.0 m, MB = 110 kN-m and MC = 145 kN-m. Construct the shear-force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise.Calculate the reaction forces Ay and Dy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax = 0, it has been omitted from the free-body diagram.)Determine the bending moment acting at each of the following locations:(a) x = 3.5– m (i.e., just to the left of B)(b) x = 3.5+ m (i.e., just to the right of B)(c) x = 8.5– m (i.e., just to the left of C)(d) x = 8.5+ m (i.e., just to the right of C)When entering your answers, use the bending moment sign convention.Answers:(a) M = kN-m.(b) M = kN-m.(c) M = kN-m.(d) M = kN-m.
Draw the shear and moment diagrams for the loaded beam. After you have the diagrams, answer the questions as a check on your work. 13 kN 3 kN/m 5 kN/m B to mtam 5 m 9 m Questions: When x = 1.1 m, V = i kN M= kN-m When x = 6.4 m, V= kN M= kN-m When x = 10.3 m, V= kN M= i kN-m When x = 14.1 m, V= kN M= i kN-m The maximum (absolute value) shear force in the beam is: |Vmaxl = i kN The maximum (absolute value) bending moment in the beam is: |Mmaxl = kN-m
urses/202120 7088 MET13481/MET%20134%20-%20Exam%203 pdf 1/3 100% Be sure to draw Free Body Diagrams for all problems 1. Determine the reaction forces at pins A, B and C using method of parts (frames). Show all work including corresponding drawings and reference frame. 15K C 3' -1.5' 30K IOK PriScr Insert Delete F12 Bockspace Num Lock Enter Shift M
Using the relations among load, shear and moment, draw shear and moment diagrams, specifiying the values at all change of loading positions, and at all points of zero shear (when applicable). Neglect the mass of the beam. All values should be supported with solutions. Shear and moment diagrams only without the accompanying solutions will not be considered. R1 = 110 kN and R2 = 50 kN. Use a ruler for the straight line part/s of the diagrams.
The industrial robot is held in the stationary position shown. Draw the shear and moment diagrams of the arm ABC if it is pin connected at A and connected to a hydraulic cylinder (two-force member) BD. Assume the arm and grip have a uniform weight of 1.5 lb>in. and support the load of 40 lb at C.
Draw the shear and moment diagrams for the loaded beam. After you have the diagrams, answer the questions as a check on your work. A 2 m Questions: KN -3 m When x = 1.3 m, When x = 3.6 m, When x = 8.7 m, Vmaxl V = V= V= When x = 10.6 m, V= 5 m 8 kN/m kN 35 kN.m 2 m. kN M= KN M= The maximum (absolute value) shear force in the beam is: kN M= kN M= i i kN•m kN•m kN•m kN•m
C8-49 A 500-lb load is supported by a roller on a beam as shown in Fig. Plot |Mmax, the maximum bending moment in the beam, as a function of the roller position b (0 sbs 25 ft). -25 ft- A B 500 lb

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