please explain part b a, Calculate the F and FB reaction forces that act on the overhanging simple supported beam in the figure. b, Calculate the normal force (N(x)), shear force (T(x)) and bending moment (My(x)) functions of the beam. (You have to write equilibrium equations for the different parts of the rod and then determine the N(x), T(x) and My (x) functions from the equations.) c, Draw the diagrams of the above functions. Data: F₁ = 10 N; F₂ = 15 N; f= 5 N/m; a=3 m; b=3 m; c=6 m. a b 44 B F₂

please explain part b a, Calculate the F and FB reaction forces that act on the overhanging simple supported beam in the figure. b, Calculate the normal force (N(x)), shear force (T(x)) and bending moment (My(x)) functions of the beam. (You have to write equilibrium equations for the different parts of the rod and then determine the N(x), T(x) and My (x) functions from the equations.) c, Draw the diagrams of the above functions. Data: F₁ = 10 N; F₂ = 15 N; f= 5 N/m; a=3 m; b=3 m; c=6 m. a b 44 B F₂

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

Hey, please reply as soon as posible Make the shear force and bending moment diagrams on Beam ABCDE. Also find the maximum values of shear force and bending moment (indicate the magnitudes of the maximum values and their location in the beam). You must justify the shape and values of the graphics you present. Consider that, in addition to the beam, there is a box with a "Weight" that is supported by the beam itself and the wall, by means of an arrangement of cables attached to the F ring. Consider the information provided on the reactions at points A and D. In the case of point A the only vertical reaction is supplied, directed downwards. important data: a = 285 m, b = 190 m, d= 380 m, e = 1995 m, f = 95 m, g = 190 m. Load in N/m, w=2,105 N/m. Weight: 200 NStrength: 50 NReaction force: D = 100 N, Ay = 50 N
For the beam shown, find the reactions at the supports and plot the shear-force and bending-moment diagrams. Label the diagrams properly and provide values at all key points within the diagrams.
Determine the reactions at the supports for the beam shown in Fig. 3.19(a).
answer this ; Let ? represent the reaction force at Support B. By releasing the beam at Support B and imposing a force ? at Point B, the deflection of the beam consists of two parts,i.e. Part I- the deflection caused by ?? ; Part II- the deflection caused by ? Please treat R, w, h , L , E as variables in this step , the mathematical equation for the deflection at Point B caused by ? ( Part II) can be written as (Hint : to input equation ?2??2?ℎ , you can type (R^2*L)/(Q^2*w*h) )
For the beam shown, find the reactions at the supports and plot the shear-force and bending-moment diagrams. Label the diagrams properly and provide values at all key points.
Find the support reactions A and B at static equilibrium for the loaded beam shown below in fig 4.1
TEXT: A five (5) metre long beam is stored in A, B and C, as indicated on the sketch. The beam has ajoints in point D. The beam has an outer downward directed evenly distributed load q=4kN/m and a concentratedhorizontal load N=20kN , as indicated on the sketch. a) Calculate the bearing reactions of the beam for the external given load effect.b) Calculate the joint force in the joint D.
Fig. 4. For the beam in Fig. 4(a) Draw the free-body diagram and calculate the reactions.(b) How many runs of analysis are required to compute the internal forces?(c) Calculate the internal forces (mathematical expressions) and graph them. Don't forget to draw the free-body diagrams used to derive the internal forces.
I am trying to find the moment diagram of this beam but I keep getting graphs that don't make any sence how do I correctly do this problem?
Plot the shear and moment diagrams for the beam loaded with both the distributed load and the couple. Then answer the questions. I have solved for almost everything but I cannot figure out what my V&M Diagram should be.
1. Calculate the internal reactions for the beam shown below at the sections M-M and N-N (Show your work) 2. What is the internal bending moment at section N-N?
Draw the shear force and bending moment diagram for the beams shown below and find the point of contraflexure if any?