Problem Two simply supported I-beams (one on the left and another one on the right of the bridge) are to be used for a single lane bridge and to complete a design to allow vehicles transported from one side of a river to the other. Each simply supported I-beam is the carry half of the load applied by the moving vehicles. Chief engineer needs to select an appropriate member dimensions and have some questions to be answered. Your team needs to provide answers his questions. Question a. Draw influence line for the beam. b. Determine the magnitude of the absolute maximum shear in the beam, c. Determine the magnitude of the absolute maximum bending moment on the beam, d. Determine the maximum deflection of the beam under the worst case scenario by taking modulus of elasticity E=200GPa and the moment of inertia of the member I= 162700000 mm². d [kN] b [kN] c [kN] e [m] f [m] a [m]

Fixed/built-in or encastré beams are usually used in structure due to their high stability and performance in resisting shear stress and bending moment. Your role in building and construction company is to analyse the shear force and bending moment in order to provide better design of such beams under variety of loads. Your manager asked you to provide a complete analysis as well as to deliver a report including your design recommendations. 100 KN/m 150 kN z (m) 5 7 10 Figure.2: Encastré beam under variety of loads Your tasks are as follows: 1- Construct free-body diagram (FBD) to show the reaction forces and moments, equivalent force of the distributed load., knowing that the upward reaction force on left side is 250 kN and the reaction moment is clockwise with a value of 1500 kN.m. 2- Show FBD for each required section/cutting, include the internal forces and moments. 3- Write the distribution functions of the shear force and bending moment for each cut in the beam. 4- By hand…

QUESTION #1 A beam AB is simply supported at the ends and carries two points having a magnitude of 5 kN each. The beam length is 10 m, the point loads are 3 m and 7 m from end A support. In addition. the beam carries a UDL of 1.000 N/m between the two point loads. Draw the SF and BM diagrams. (Show each section of the beam and each section equation for each diagram). UDL w 1000 N/m 5 kN A 5 kN B

Part 1 Use the graphical method to construct the shear-force and bending-moment diagrams for the beam shown. Let a=4.0 ft, b-9.0 ft, c-5.0 ft.d-4.0 ft. w- 10.5 kips/ft and P-117 kips. 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 D For this loading, calculate the reaction forces A, and Ey 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= D d 2 kips, Ey E kips Part 2 Determine the shear force acting at each of the following locations: (a)x=0+ ft (l.e., just to the right of support.A) (b)x=4,0 ft (c) x-13.0 ft (d) x-18.0-ft (le, just to the left of D) (e)x= 18.0+ ft (l.e., just to the right of D) (f)x=22.0-ft (ie, just to the left of support E) When entering your answers, use the shear force sign convention.…

3. (hint-one region determinate) y, v(x) L Wo B X

You are a structural Engineer who works in Dar Al Handasah company. Your 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 45 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 allocate them into their suitable locations proper points. 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 shrank to be 19.98 meter where the original temperature was at the given temperature T1=200 K, find the temperature (T2) after the compression shrinking.

Question 7- SFD & BMD - Simply Beam (UDL) UDL = 6 kN/m 8 m i) Draw the Free-Body Diagram & Find Reaction Force ii) Draw Shear Force Diagram (SFD), clearly show all the shear force the beam is experiencing at each point. iii) Draw the Bending Moment Diagram (BMD), clearly show all the bending moment the beam is experiencing at each point.

Help!!! Please answer all Correctly!!! Please

Question 9 – SFD & BMD- Cantilever Beam (UDL) i) Draw the Free-Body Diagram & Find Reaction Force ii) Draw Shear Force Diagram (SFD), clearly show all the shear force the beam is experiencing at each point. iii) Draw the Bending Moment Diagram (BMD), clearly show all the bending moment the beam is experiencing at each point. UDL = 5kN/m 5 т 8 m

Please help me solve for the answer, unsure how to do problem correctly so if you could walk me through step-by-step that would be appreciated. Thanks in advance.