40 lb/in. 9 in. FIGURE PS-39 1. Compute the reactions at the supports using the tech- niques shown in Section 5-2. 2. Draw the complete shearing force and bending moment diagrams using the techniques shown in Sections 5-3 through 5-8. 3. Determine the magnitude and location of the maximum absolute value of the shearing force and bending moment.

40 lb/in. 9 in. FIGURE PS-39 1. Compute the reactions at the supports using the tech- niques shown in Section 5-2. 2. Draw the complete shearing force and bending moment diagrams using the techniques shown in Sections 5-3 through 5-8. 3. Determine the magnitude and location of the maximum absolute value of the shearing force and bending moment.

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

See similar textbooks

Similar questions

In Problems 8-51 to 8-68, beams are loaded and supported as shown in the accompanying figures. Draw complete shear and moment diagrams for 10 kN 30 KN 20 KN -4 m 4 m 3 m -3 m
static
Part 1 For the simply supported beam subjected to the loading shown, derive equations for the shear force V and the bending moment M for any location in the beam. (Place the origin at point A.) Let w=6.0 kips/ft, a=5.0 ft, and b-17.0 ft. 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 B, and C, 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 B, = 0, it has been omitted from the free-body diagram.) A Answers: By= C₂ = i a Save for Later Part 2 B, eTextbook and Media Answers: B B (a) V= (b) V= # (c) V= (d) V= kips Determine the shear force acting at each of the following locations: (a) x = 5.0-ft (i.e., just to the left of support B) (b)x= 5.0+ ft (i.e.. just to the right of support B) (c)x=21.0ft (d) x = 22.0-ft (i.e., just to the left of support C)…
So 873.7 it’s wrong . Determine the maximum value of the bending moment and enter your answer in N-m units.. Remember to also show all your work
2. The simply supported beam is loaded as shown in Figure 2. Neglecting the weight of the beam; (a) Derive the shear force and bending moment equations. (b) Draw and label the shear force and bending moment diagrams.
Part 1 For the simply supported beam subjected to the loading shown, derive equations for the shear force V and the bending moment M for any location in the beam. (Place the origin at point A.) Let a=14.0 ft, b-6.5 ft, c= 8.0 ft, w = 11 kips/ft and M = 210 kip-ft. 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. A Correct Answers: Ay = b Calculate the reaction forces A, and Cy 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.) Cy= 105.823 W 207.677 a W M a M B kips kips C b C Cy C C X
Assignment 2 A Copper bar is loaded as shown complete the following: a. Draw a neat shear force and bending moment (Table of values is required) b. Calculate the maximum bending stress, clearly indicate where this occurs c. Calculate the maximum shear stress, clearly indicate where this occurs d. Plot the bending and shear stress for the cross section at x= 4 ft. from the left hand support. Clearly show the calculations were made at the following positions: y-0, 2, 4, 6, 8, 10 and 12 35 Ib/ft. 200 Ib Beam cross section 12 65" 8 ft. 5ft. 3 ft.
For the loaded beam shown in Figure below : 2.1.Determine the reaction forces at the points of support of the beam in Figure Q2 above by applying the principle of equilibrium of moments and start your solution by drawing free body diagram of the beam. 2.2. Develop the equations for shear force and bending moment for the spans AB, BC and CD of the loaded beam shown above and for each equation developed, determine the values of shear forces and bending moment at the points A, B, C and D 2.3. Draw the shear force and bending moment diagrams for the loaded beam shown above.
Draw the free-body diagram for the portion of machine structure shown in Figure 1. Determine the reactions at the supports and draw the complete shear-force and bending-moment diagrams. 460 N 120 N 180 N Dimensions in Spur mm 6.75 gear Bevel gear ID 11.0 12.0 5.5
FIGURE PS-66 500 N/m 0.60 m 1 Compute tbe reactions at the supports using the toch niques shown in Section 5-2, 2 Draw the complete shearing force and bending noment dagrams using the techniques shown in Sections 5-3 through 5-8, 3. Determine the magnitude and location of the maximum absolute value of the shearing force and bending moment
Please help. This problem involves bending moments and moments of inertia. I just need the moment of inertia. Thank you.
5.a the diagram below represents a lorry tail lift. The load represents the maximum load specification. Calculate the forces and draw the shear force and bending moment diagrams for this loading scenario. 650 N UDL = 190 N/m 4 m The design specification is for 2 point loads of 350 N, one at 1.5m and one at 3m. calculate the forces and draw the shear force and bending moment diagrams.