Problem 2:Fixed/built-in or encastré beams are usually used in structure due to their high stability and performance inresisting shear stress and bending moment. Your role in building and construction company is to analyse theshear force and bending moment order to provide better design of such beams under variety of loads. Yourmanager asked you to provide a complete analysis as well as to deliver a report including your designrecommendations.0Your tasks are as follows:100 kN/m5150 kN+7Figure.2: Encastré beam under variety of loads10z (m)1- Construct free-body diagram (FBD) to show the reactions forces and moments, equivalent force of thedistribution load., knowing that the upward reaction force on left side is 250 kN and the reaction momentis clockwise with a value of 1500 kN.m. 2- Determine the required region of cuts and show the assumed internal shear force and bending moment on eachcut in the beam.3- Write the distribution functions of the shear force and bending moment for each cut in the beam.4- By hand construct diagrams for the shear force and bending moment distributions.5- Determine the magnitudes and positions of maximum shear forces and bending moment.

Task 1: Drawing the free-body diagram to show all forces and moment applied on the body. We are…

2- Determine the required region of cuts and show the assumed internal shear force and bending moment on each cut in the beam. 3- Write the distribution functions of the shear force and bending moment for each cut in the beam. 4- By hand construct diagrams for the shear force and bending moment distributions. 5- Determine the magnitudes and positions of maximum shear forces and bending moment.

2- Determine the required region of cuts and show the assumed internal shear force and bending moment on each cut in the beam. 3- Write the distribution functions of the shear force and bending moment for each cut in the beam. 4- By hand construct diagrams for the shear force and bending moment distributions. 5- Determine the magnitudes and positions of maximum shear forces 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

Draw the simplified free-body diagram and below it the shear and bending moment diagrams. Show all necessary solutions. Let the analysis be from left to right. Determine the points of zero shear (if any), their distance from point A, and the bending moments at these points. Indicate the value of all the points, degree of all curves, and the maximum shear and maximum bending moment of the beam. Use the method of sections. Beam ABCD has a hanger connected at B and is supported by a roller at A and a pin at C. 100 N L1 This is not your own property so do not use it in any way as if it were your own. M L1= 206 N/m L2 = 30 N/m L3 = 214 N/m ° L4 = 89 N/m M = 89 N-m A Simplified of the you to repro 3. Any rexodus ers have Exploratory Distance x= L2 1.5 m Shear (N) D This is not your own property so do not use it in any way as if it were your own. 2.5m Bending Moment (N-m) L4 с L3
For the following beams shown, (1) Derive the shear force and bending moment equations; and (2) draw the shear force and bending moment diagrams. Neglect the weight of the beam.
Solve the internal forces on the given beams. Problem Instructions: The cutting plane should pass through the midspan of the beam. From the midspan of the beam, consider 3 sections to the left, and 3 sections to the right. Each section should have its own free body diagram. Show that the internal forces at the left section is equal with the right section. NOTE: For consistency and accuracy, intermediate values must not be rounded off. Final answers must be expressed in four decimal places (final answers only). Final answers should not be expressed in terms of fraction or pi. Indicate proper units as specified in the problem.
Given the data from the 2 pictures, answer the following: Use your shear force and bending moment diagrams to determine the maximum positive bending moment, Mmax, pos, the maximum negative bending moment, Mmax, neg and their respective locations, xmax, pos and xmax, neg. Use the bending-moment sign convention detailed in Section 7.2. The maximum negative bending moment is the negative moment with the largest absolute value. Enter the maximum negative bending moment as a negative value.
For the following beams shown, (1) Derive the shear force and bending moment equations; and (2) draw the shear force and bending moment diagrams. Neglect the weight of the beam.
I'm on my last attempt PLEASE HELPPO
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
1.Given Figure 3 determine the vertical reaction at C in kN 2.Given Figure 3 determine the location of maximum bending moment from A in m 3.Given Figure 3 determine the shear at B in kN 4. Given Figure 3 determine the bending moment at B in kN.m 5. Given Figure 3 determine the vertical reaction at A in kN6.Given Figure 3 determine the magnitude of maximum moment in kN.m
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=11.5 ft, b-5.0 ft, c= 8.0 ft, w = 7 kips/ft and M = 250 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 Answers: Ay = Calculate the reaction forces Ay 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 Ax = 0, it has been omitted from the free-body diagram.) Cy= Part 2 Answers: (a) V= (c) V= (b) V- i i (e) V- (d) V- i Part 3 (a) M- i Determine the shear force acting at each of the following locations: (a)x=0+ ft (i.e., just to the right of support A) (b) x 11.5 ft (i.e., at point B) (c) x 16.5-ft (i.e., just to the left of the support C) (d) x = 16.5+ ft (i.e., just to…
For the given beam, draw the simplified free-body diagram and below it the shear and bending moment diagrams via method of sections. Determine the points of zero shear (if any), their distance from point A, and the bending moments at these points. Indicate the value of all the points, the degree of all curves, and the maximum shear and maximum bending moment of the beam. Note that P is applied perpendicular to the hanger attached at B. Show all necessary solutions. Let the analysis be from left to right. 102 KN 5m 43 kN B 43 KN 35 KN 3 m 1 m 4m 3m C D 3 m 31 kN 44 kN m
Solve it correctly please. I will rate and review. Don't do wrong.