Your role as structural design engineer in a consultant firm, you have been assigned a task to analyses the steel beam shown in Figure.1. The steel beam carries a uniformly distributed load of 600 N/m and a concentrated load at point A of 40 N. Your manger asked you to do the following. A) Replace the distributed load with an equivalent concentrated load. B) Draw a free body diagram for the beam showing the forces acting on the beam and their locations. C) Applying the equations of equilibrium, determine the reactions forces at the fixed pin support B and roller support at point C. D) If the beam in Figure 1 is heated from 10°C to 90° C. assuming that the original length was 9 m (Knowing that the linear expansion of steel is a = 15.5×10-6 K¯'). How the change of the beam's temperature will affect the length of the beam. What will be the new length if it may change? E) If the same beam of length 9 m is compressed due to temperature changes from T1=200°C to T2=50 °C ,Determine the new length of the beam. 600 N/m |A C 3 m 4 m 2 m 40N

Your role as structural design engineer in a consultant firm, you have been assigned a task to analyses the steel beam shown in Figure.1. The steel beam carries a uniformly distributed load of 600 N/m and a concentrated load at point A of 40 N. Your manger asked you to do the following. A) Replace the distributed load with an equivalent concentrated load. B) Draw a free body diagram for the beam showing the forces acting on the beam and their locations. C) Applying the equations of equilibrium, determine the reactions forces at the fixed pin support B and roller support at point C. D) If the beam in Figure 1 is heated from 10°C to 90° C. assuming that the original length was 9 m (Knowing that the linear expansion of steel is a = 15.5×10-6 K¯'). How the change of the beam's temperature will affect the length of the beam. What will be the new length if it may change? E) If the same beam of length 9 m is compressed due to temperature changes from T1=200°C to T2=50 °C ,Determine the new length of the beam. 600 N/m |A C 3 m 4 m 2 m 40N

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

P235 - The gate below is an isosceles triangle with 3m side. What is the proper configuration, the triangulate upright or inverted, so that the forces are as minimal as possible? - What would the forces be like in a circular 3m radius floodgate?
In order to determine the magnitude of the internal forces, a FBD must be cut. It is difficult to determine where a cut should be made in order to reveal the Maximum Internal Forces, thus we have put the distance to the cut in terms of 'x', and plot the equation. In my lecture we took a generic portion of a Beam and applied equilibrium and saw that Loading, Shear and Moment are related to each through differential equations. Change in Shear is the Area under the Loading diagram. Change in Moment is the Area under the Shear Diagram. Using Graphic Integration draw the shear and moment diagrams for the given beams and loading.
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
Figure Q2a shows an asymmetric cross-section of solid beam, calculate the centroid for the beam section giving your answer in the form of (x̄, ȳ) relative to the origin O in millimetres (mm). Assume the beam section material is homogeneous and of uniform thickness
Hey, please reply as soon as posible Static Problem Make the shear force and bending moment diagrams on 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
A simply supported beam of length “L” is subjected to linearly varying load distribution. The magnitude of the left end of the linearly varying load distribution is Zero and the magnitude of the right end of the linearly varyingload distribution is Q. Draw the shear force diagram (SFD) and bending moment diagram (BMD) over the span length and also find the magnitude of maximum bending moment and its position.
Hi can you please solve this question fully? (It is not a graded question I just got stuck and need help where I went wrong.) please see the image attached for the diagram thank you :) Determine the values and draw the diagram for shear force and bending moment due to the imposed load on simple supported beam shown in figure 5.2
SHOW YOUR SOLUTIONS PLS, INSTRUCTIONS: For the beam shown, (1) derive equations for the shear force V and the bending moment M for any location in the beam. (Place the origin at point A.) (2) use the derived functions to plot the shear-force and bending-moment diagrams for the beam. Specify the values for key points on the diagrams. Let a=7.0 ft, b=8.7 ft, wa=13 kips/ft, and wb=7 kips/ft. QUESTIONS: 4) With reference to problem 1, what is the bending moment (in kip-ft rounded to the nearest whole number) at x = 9.0 ft? 5) With reference to problem 1, what is the maximum bending moment? Express your answer in kip-ft rounded to three significant figures.
A simply supported beam, 10 m long carries a uniform distributed load of 20 kN/m. What is the value of the maximum moment of the beam due to the load?
I keep getting stuck on the moment diagram for this problem. How do I solve it?
Find the shear force, internal axial force and bending moment at point C in the beam. Please include a complete solution with formula. Thank you!
The cantilever beam in Fig. (a) carries a triangular load, the intensity of which varies from zero at the left end to 360 lb/ft at the right end. In addition, a 1000-lb upward vertical load acts at the free end of the beam. (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