You are a structural Engineer who works in Dar Al Handasah company. Your direct manager has called for a meeting and provided you with the below schematic design of a concrete beam that might be implemented at one of the sites. You were requested to calculate the following: (make 15 KN bold) 40 KN 15 KN 20 KN 30 KN 40 KN 16 20 Figure 1: Concrete Beam 1. Find the equivalent forces of the disturbed loads. 2. Sketch the beam showing all the applied forces (reaction and equivalent forces) and their suitable locations. 3. Apply the moment equations in the equilibrium state to find the value of the reaction forces at points A and B. 4. If the given beam in Figure 1 compressed to be 19.98 meter where the original tempreture was T1=200 K, find the temperature (T2) after the compression.

You are a structural Engineer who works in Dar Al Handasah company. Your direct manager has called for a meeting and provided you with the below schematic design of a concrete beam that might be implemented at one of the sites. You were requested to calculate the following: (make 15 KN bold) 40 KN 15 KN 20 KN 30 KN 40 KN 16 20 Figure 1: Concrete Beam 1. Find the equivalent forces of the disturbed loads. 2. Sketch the beam showing all the applied forces (reaction and equivalent forces) and their suitable locations. 3. Apply the moment equations in the equilibrium state to find the value of the reaction forces at points A and B. 4. If the given beam in Figure 1 compressed to be 19.98 meter where the original tempreture was T1=200 K, find the temperature (T2) after the compression.

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

Floor joists are structural members which support flooring in structures, as in the diagram on the right. The floor sits upon the minor length of the joist, and the joists are set at equal spacing to reach the desired floor stiffness. How many 2x6 joists would it take to equal the floor stiffness of the same floor supported by ten (10) 2x12 joists of the same species?
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
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?
Solve using integration and please show graph: A horizontal beam 10 ft long has a variable load, zero at the leftmost end while 420lbf at the rightmost end. Calculate the total force felt by the beam.
Physics In a simple supported beam , write the moment equation of the beam shown in this video if it is loaded with 10 kN/m uniformly distributed over the entire simple span of 4 meters and a concentrated load of 20 kN applied 2 meters from the left support. Present your answer using the GAPSA form by indicating all the given data, what is being asked in the problem, the appropriate formula, the entire solutions / calculations and the answer accompanied with corresponding unit of measurement. Thank you.calculate the moment equation and the segment ,using double integration method
STRENGTH OF MATERIALS (Please write the complete solutions and FBDs completetely and correctly. No long explanation needed.Thumbs up will be given) A loaded beam, 60 mm wide by 200 mm high and 8 in long, has the shear and moment diagrams as shown below. (a) Determine the magnitude, type and location of the maximum flexural stress (b) Determine the type and magnitude of stress in a fiber 40 mm from the top of the beam at a section 2.5 m from the left end, Express final answers in MPa. (Use I=bh3/12
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
PART 1 1. Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=11 ft, b=5 ft and w = 11.5 kips/ft. IMAGE* 2. 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.) IMAGE* Answers: Ay = ? kips, Cy = ? kips PART 2 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 ft(c) x = 14.333333333333 ftWhen entering your answers, use the shear force sign convention.Answer:(a) V = ? kips.(b) V = ? kips.(c) V = ? kips. PART 3 The shear-force diagram crosses the V = 0 axis between points A and B. Determine the location x where V = 0 kips.Answer: x = Enter your answer in accordance to the question statement ft. PART 4 Determine the maximum bending moment that acts anywhere…
PART 1 1. Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=11 ft, b=5 ft and w = 11.5 kips/ft. IMAGE* 2. 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.) IMAGE* Answers: Ay = ? kips, Cy = ? kips PART 2 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 ft(c) x = 14.333333333333 ftWhen entering your answers, use the shear force sign convention.Answer:(a) V = ? kips.(b) V = ? kips.(c) V = ? kips. PART 3 The shear-force diagram crosses the V = 0 axis between points A and B. Determine the location x where V = 0 kips.Answer: x = Enter your answer in accordance to the question statement ft. PART 4 Determine the maximum bending moment that acts anywhere…
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. Derive the equations and construct the shear-force and bending-moment diagrams on paper and use the results to answer questions 1-5. QUESTIONS: 1) What is the shear force (in kips rounded to the nearest whole number) at x = 6.0 ft?- 2) With reference to problem 1, what is the bending moment (in kip-ft rounded to the nearest whole number) at x = 6.0 ft? 3) With reference to problem 1, what is the shear force (in kips rounded to the nearest whole number) at x = 9.0 ft? 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…
Please answer Part 3, thank you PART 1 Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a= 6 m, b = 3 m, PB = 70 kN, Pc= 100 kN, and PE= 30 kN. 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 Dy 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.) Answer: Ay = 50 kN Dy= 150 kN PART 2 Determine the shear force acting at each of the following locations: (a) x = 3m (b)x= 9 m (c)x = 13.5 m (d)x= 18 m When entering your answers, use the shear force sign convention. Answers: (a) V= 50 kN (b) V= -20 kN (c) V= -120 kN (d)V= 30 kN PART 3 (PLEASE ANSWER, THANK YOU) Determine the bending moment acting at each of the…