Draw the shear force and bending moment diagram for the loaded beam shown below. Also mark the salient points in the diagram. where F;=20N, F2=70N, F3=80N, a=3m, b=2 m, c=6m & d=2m. Neglect the self weight of the beam. F1 F2 b The Reaction at the support "A" RA (Unit in N) is Shear force at the point "B" = (unit in N) The Reaction at the support "B" Rg (Unit in N) is Bending Moment with respect to "B" = (unit Nm) Shear force at the point "A" =, N) Bending Moment with respect to "E" = (unit Nm) (unit in Shear force at the point "C" =(unit in N) Bending Moment with respect to "D" = (unit Nm) Bending Moment with respect to "C" = (unit Nm) Shear force at the point "D" = (unit in N) Bending Moment with respect to "A" = (unit Nm) Shear force at the point "E": N) (unit in

Draw the shear force and bending moment diagram for the loaded beam shown below. Also mark the salient points in the diagram. where F;=20N, F2=70N, F3=80N, a=3m, b=2 m, c=6m & d=2m. Neglect the self weight of the beam. F1 F2 b The Reaction at the support "A" RA (Unit in N) is Shear force at the point "B" = (unit in N) The Reaction at the support "B" Rg (Unit in N) is Bending Moment with respect to "B" = (unit Nm) Shear force at the point "A" =, N) Bending Moment with respect to "E" = (unit Nm) (unit in Shear force at the point "C" =(unit in N) Bending Moment with respect to "D" = (unit Nm) Bending Moment with respect to "C" = (unit Nm) Shear force at the point "D" = (unit in N) Bending Moment with respect to "A" = (unit Nm) Shear force at the point "E": N) (unit in

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

Related questions

Q: Use the graphical method to construct the shear-force and bending-moment diagrams for the beam…

Q: Consider a rigid rod that is subjected to two external forces and is fixed to the wall at A. The…

Q: 1. The cantilever beam AH is acted upon by a uniformly distributed downward load of intensity…

A: This is a cantilever beam so, the maximum shear force and bending moment will be at the fixed end.…

Q: 2: Draw the shear and bending moment diagrams for the beam shown. For your explanation section, you…

Q: Rod AB is fixed to a smooth collar D, which slides freely along the vertical guide shown below.…

Q: shear-force and bending-moment diagrams

A: ∑ME=0Ay*20=45*3.5+5.5*9*12Ay=37.575 kip ∑Fy=0Ey+37.575=5.5*9+45Ey=56.925 kip Shear force at x=0 ;…

Q: A distributed load and a force is applied to a beam, where a = 2 m, b = 7 m, c= 3 m, w = 2 N/m, F =…

A: given data: a=2m, b=7m, c=3m, w=2N/m, F=5N and θ=450 AB=a=2m BC=b=7m CD=c=3m RV=vertical reaction…

Q: Q1: For the beams and loading shown below, A-Draw the shear force and bending-moment diagrams. . B-…

A: **According to the guidelines we can answer only three sun-parts at a time, please re-post the…

Q: Use the graphical method to construct the shear-force and bending-moment diagrams for the beam…

A: As per the guidelines of BARTLEBY we are subjected to solve only one question at a time. Please…

Q: For the beam shown, find the reactions at the supports and plot the shear-force and bending-moment…

A: Given : The free body diagram is,

Q: Numerical problem 3.2: The beam on the figure is subj of the beam is 3 m. The distance from the…

Q: alculate the reaction forces Ay and Dy acting on the beam. Positive values for the reactions are…

Q: The simply supported beam is subjected to the force F = 700 N and the uniform distributed load w…

Q: SHEAR AND MOMENT DIAGRAM PROBLEM 2 Use the AREA method to construct the shear-force and…

Q: For the simply supported beam subjected to the loading shown, sketch the shear force diagram.…

Q: Note that x = 0 at support A. When entering your answers, use the bending-moment sign convention…

Q: For the simply supported beam subjected to the loading shown, derive equations for the shear force V…

Q: Draw the free body diagram, shear force diagram, and bending moment diagram for section BC and AB of…

A: Drawing for section Bc,

Q: For the simply supported beam subjected to the loading shown, derive equations for the shear force V…

A: a = 11 ftb = 4.5 ftc = 7.5 ftw = 4kips/ftM = 250 kip-ftTo find: shear force at the given locations

Q: 13)The Beam in figure below is weightless. A moveable weight(mass)W of 300 Ibm is to be attached as…

Q: Draw the complete shearing force and bending moment diagrams for the beam shown below. State the…

Q: For the simply supported beam subjected to the loading shown, derive equations for the shear force V…

Q: Use the graphical method to construct the shear-force and bending-moment diagrams for the beam…

Q: h) The figure below shows a beam supported at points A and B. The vertical force at F is 500 N and…

A: In this issue, we will determine the distance (s) necessary to balance the beam by first calculating…

Q: For the simply supported beam subjected to the loading shown, derive equations for the shear force…

Q: Q3: Draw the shear force and bending moment diagrams for the beam as shown below. Also, find the…

A: A simple supported beam with UDL and concentrated load is given. Find Draw shear force and bending…

Q: A folding tray mechanism is attached to a wall as shown. Find the internal forces and bending moment…

A: To find: (a) The internal axis load at section s-s. (b) The internal shear load at section s-s. (c)…

Q: For the simply supported beam subjected to the loading shown, derive equations for the shear force V…

A: Given Dataa=12ftb=6.5ftc=7ftw=7kip/ftM=230kips-ft ****As per our company policy we are supposed to…

Q: supported beam subjected to the loading shown, derive equations for the shear force V and the…

Q: A C B D 6 m 3 m 3 ni

Q: Construct the shear-force and bending-moment diagrams on paper and use the results to answer the…

A: A simply supported beam a=3.75 m, b=4.75 m, c= 2.75 m, P = 30kN and M = 165kN-m.To Find Out=…

Q: Construct the shear and moment diagrams for the loaded beam shown. After you have the diagrams,…

Q: Use the graphical method to construct the shear-force and bending-moment diagrams for the beam…

A: given; →lets take reaction at A=RA→lets take reaction at…

Q: Draw the shear force diagram and bending moment diagram for the loaded cantilever beam as shown in…

A: Dear student, According to the guidelines I am allowed to answer only three…

Q: A transmission tower (a truss) for supporting electric wires is shown. The load of wire at D is…

Q: The figure shows a cantilevered beam, subjected to a uniformly distributed (rectangular) 40 N/m…

A: The equation for shear stress, as a function of distance x, measured from the leftmost point A for…

Q: The dimensions are of the graph are d1 = 7 cm , L1 = 6 m , d2 = 4.2 cm , and L2 = 5 m with applied…

Q: Use the graphical method to construct the shear-force and bending-moment diagrams for the beam…

Q: force and bending-moment diagrams on paper and use the results to answer the questions in the…

Q: Use the graphical method to construct the shear-force and bending-moment diagrams for the beam…

Concept explainers

Free Body Diagram

The system of forces acting on a body tends to either rotate it or make the body undergo motion. In general, when an external agent exerts a force on a body, the body undergoes translational motion and rotational motion. The body has six degrees of freedom under the influence of that force. Here, three degrees of freedom are from the translational motion while the other three are from the rotation motion. However, sometimes the bodies are not allowed to undergo any motion and are fixed, under such conditions the body is said to be constrained.

Question

100%

Draw the shear force and bending moment diagram for the loaded beam
shown below. Also mark the salient points in the diagram. where F=20 N,
F2=70N, F3=80N, a=3m, b=2 m, c=6m & d=2m. Neglect the self weight
of the beam.
F1
F2
F3
b
Shear force at the point "B" =
N)
(unit in
The Reaction at the support "A" RA (Unit
in N) is
The Reaction at the support "B" Rg (Unit
in N) is
Bending Moment with respect to "B" =
(unit Nm)
Shear force at the point "A" =
N)
Bending Moment with respect to "E" =
(unit Nm)
(unit in
Shear force at the point "C" = _ (unit in
N)
Bending Moment with respect to "D" =
(unit Nm)
Bending Moment with respect to "C" =
(unit Nm)
Shear force at the point "D" =
N)
(unit in
Bending Moment with respect to "A" =
(unit Nm)
Shear force at the point "E" =
N)
(unit in

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Trending now

This is a popular solution!

Step by step

Solved in 4 steps with 3 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, mechanical-engineering and related others by exploring similar questions and additional content below.

Similar questions

Problem 3: Inputs: a = 12 in b = 12.75 in Use the scalar approach (not the cross product). The moment exerted by the weight about point E is 244 lb-in. Table not required, but feel free to use it if you like (a) What is the magnitude of the weight? (round this answer to the nearest whole number) (b) What is the moment exerted by the weight about point S? Problem 4: Inputs: a = 1.2 m b = 0.5 m P = 50 N We are going to put this system in equilibrium. We haven't talked much about equilibrium yet, but that's okay. In order for a body to be in equilibrium, we need the sum of the forces to equal zero, and the sum of the moments about any point to equal zero. S A Table not required, but feel free to use it if you like a FA 30° a E b 40° P b (a) Let's start by summing moments about point A. Determine the magnitude of FB such that EMA = 0. In other words, compute FB such that the net moment about point A is zero. (b) Now let's repeat the process at B. Sum moments about point B and compute the…
The simply supported beam is subjected to the loads as described in the figure and parameter table. Neglecting the thickness of the beam, calculate the horizontal and vertical support reactions at A. F, F2 parameter value units L L2 L3 1.75 ft 1.5 ft 2 ft 30 70 F1 F2 lb 6 lb For the answers, take to the right, up, and counterclockwise to be the positive directions. The horizontal support reaction is lb The vertical support reaction is lb The moment support reaction is lb-ft
Draw the shear force and bending moment diagrams for the beam with loading shown below, P= 16 kN, w= 30 kN/m, M=40 kN.m. Also, state the maxmium shear force and bending moment in the text box. (Upload the diagrams showing all key values with units as well as neat and clear calculations) P kN P kN w kN/m M KN.m A 0.5 m 1 m 1 m- 1 m- -1 m
1. For the frame and the loading shown to the right: a) Draw the free body diagram of the entire frame and the free body diagrams for all the components of the frame. Identify any two-force members and use this information in your calculations. Draw and label all forces. b) Find all the forces in member ABC. Ans: Ar = 4.5 kips , Ay =5 kips , Bx = 2.25 kips →, Cx = 2.25 kips →, Cy = 5 kips T (By the way, F, = 5 kips T and FBE = 2.25kips (T)) C 4.5 kips 6 ft D 6 ft %3D %3D 6 ft %3D AO %3D ВЕ F 10.8 ft
Q2(a) An I-beam with varying distributed loadings is shown in Figure 2(a). Solve for the equivalent resultant force, and replace the distributed loading by specifying the resultant force location measured from point O. i. Sketch the free body diagram of the relocated resultant force from point O and the support reactions at O and B. ii. iii. Solve for the reaction forces at support A and B. 200 N/m 4 m 3 m Figure Q2(a) (b) Figure Q2(b) shows three smooth journal bearings at A, B, and C with four external loads. i. Sketch the FBD for all forces and reactions along rod ABC. ii. Solve the support reactions at all journal bearings collar A, B, and C. 900 N 600 N 450 N 0.6 m 0.9 m 0.6 m B. 0.9 m 0.9 m 0.9 m y 500 N 0.9 m Figure Q2(b)
QUESTION 3 If the allowable bending stresses for a beam in one application is 6 kip/in2 in tension. The cross-section of the beam is W8 x 40. If the beam is 10 foot long and simply supported and has a concentrated load applied at x = 3 ft as shown below. • Generate the shear force and bending moment diagram in terms of P; • Based on the allowable maximum bending moment you just obtained above, calculate/ input the mazimm allowable value of the load P: please, pay attention to units, and calculate your answer to 1 decimal place.. 3 ft 7 ft kip.
SHEAR AND MOMENT DIAGRAM PROBLEM 2 Use the AREA method to construct the shear-force and bending-moment diagrams for the beam shown. Let a = 6.9 ft, b = 10.4 ft, c = 5.8 ft, and w = 9.5 kips/ft. Label all significant points on each diagram and identify the maximum moments (both positive and negative) along with their respective locations. Clearly differentiate straight-line and curved portions of the diagrams. Determine the maximum shear force and bending moment in the beam. 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. If the magnitudes of the largest positive and largest negative values are the same, enter a positive number. The roller at point D indicates that motion is restricted both up and down, and the beam will not lift off the roller. a B W b C D X
PART 1 Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=3.5 m, b=2.0 m, PB = 2 kN, PC = 2 kN, and MB = 20 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. IMAGE* 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.) IMAGE* PART 2 Determine the shear force acting at each of the following locations:(a) x = 0+ m (i.e., just to the right of fixed support 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 = 5.5– m (i.e., just to the left of C)When entering your answers, use the shear force sign convention.Answer:(a) V = ? kN.(b) V = ? kN.(c) V = ? kN.(d) V = ? kN. PART 3…
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=3.0 ft, c= 7.0 ft, w = 9 kips/ft and M = 300 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. " " Answers: Ay= Cy= b Calculate the reaction forces Ay 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.) i W i a W M a B M B ес b kips kips с Cy с X с -X
The simply supported beam is subjected to the loads as described in the figure and parameter table. Neglecting the thickness of the beam, calculate the horizontal and vertical support reactions at A and B. F A B C -4*- L3 parameter value units L1 L2 L3 ft 4 ft 6 ft theta 65 F 200 lb M 500 lb-ft For the answers, take to the right and up to be the positive directions. The support reaction at A in the z direction is NAz- lb The support reaction at A in the y direction is NAy- lb The support reaction at Bin the z direction is NB= lb The support reaction at Bin the y direction is NBy= lb
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.)Answers: Ay = kN, MA = kN-m.
UNICARD Worksheet 10- Shear Force and Bending Moment Diagrams Question 3: (recommended time-30 minutes) Draw the shear force and bending moment diagrams for the beam given below. Determine the maximum bending moment in segment AB and its location from point A. Neglect the weight of the beam. Answer by following steps a to f, below. Ay 40 kN/m 20 kN B 150 kN·m 8 m 3 m a) Determine the support reactions at points A and B using the FBD of the entire beam. For OAx = 0 EM-0 +(By x8) (20 × 11)-(160 × 5,5)-150-0 By-152915 - (Ay +8) + (160 × 2,66)-150-60 = Ay 27.083 Ay Ax 5,3m 8m 160 20kN 150. b) How many segments are required to draw the shear and bending moment diagrams for the given beam? Name the segments. 2 Segments 5x 27,095 لاينا Segment SF 27,063 160 20 -5,3 Segment 152,915 Bending c) Express the shear force and bending moment as functions of x (the reference coordinate system is placed at point A) for segment AB and determine the shear force and bending moment at the points located…