a.) Derive the shear and bending momentequations for the entire beam.b.) Draw the complete shear and bendingmoment diagram for the beam to the right. Makesure your graph is neat and drawn on graph paperor with a computer aided graphing program. ### Analysis of a Beam under Various Loads#### Diagram Description:The provided diagram illustrates a beam with several types of loads and supports. The beam is labeled with two reference points, A and B, and is subjected to the following loads:1. A concentrated vertical load of 4 kN acting downward at a distance of 2 meters from the left end (point A).2. A uniformly distributed load (UDL) of 1 kN/m applied between points A and B.3. A triangular load varying from 1 kN/m to 3 kN/m over a span of 2 meters, starting from point B towards the right end of the beam.#### Support Conditions:- The beam is supported by a fixed support at point A, which prevents any translational and rotational movement.- The beam is supported by a roller support at point B, which allows horizontal translation but restricts vertical movement and rotation.#### Dimensional Details:- The total length of the beam is 6 meters.- The distance between point A and the position of the 4 kN load is 2 meters.- The distance between point A and B is 4 meters.- The distance between point B and the right end of the beam is 2 meters.#### Load Distribution:- **Concentrated Load:** A vertical force of 4 kN is positioned 2 meters from point A.- **Uniformly Distributed Load (UDL):** The UDL of 1 kN/m extends from point A to point B (4 meters in length).- **Triangular Load:** The triangular load varies linearly from 1 kN/m at point B to 3 kN/m at the right end of the beam over a 2-meter distance.#### Steps to Analyze the Beam:1. **Support Reactions:** - Calculate the reactions at supports A (fixed) and B (roller). - Summing moments about point A to find the reaction at B. - Summing vertical forces to find the vertical reaction at A.2. **Shear Force and Bending Moment:** - Create shear force and bending moment diagrams by integrating the effects of the loads from left to right. - Account for the distributed loads by converting them into equivalent point loads at their centroids. - Apply the boundary conditions at supports to find constants of integration.3. **Deflection:** - Use calculus to determine the def

Answered: Image /qna-images/answer/4f3a7150-6c55-4440-a4c0-7ad66f589904.jpg

Answered: shear and bending moment diagram for…

Engineering

Civil Engineering

shear and bending moment diagram for the beam to the right. Make sure your graph is neat and drawn on graph pa

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

I WILL ONLY UPVOTE IF IT IS TYPEWRITTEN AND COMPLETE. NO UPVOTE FOR TYPEWRITTEN. DO NOT ANSWER IF YOU ALREADY ANSWERED THIS OR GET DOWNVOTE. DO NOT FORGET TO COMPLETE THE TABLE
Chapter 5, Section 5.2, Question 40 A 50-kN force acts at point D in the yz plane on the linkage. Use the cross product to compute the moment this force creates at a moment center at B. 1 m 2 m 3 m 50 kN 4.5 m C 45° 1.5 m D Round the answers to 3 significant digits. j+ k kN m MB = %3D Open Show Work Click if you would like to Show Work for this question: Oue
What do you have to do in order to apply the moment-area theorems to calculate the slopes and deflections of a beam?
I am studying for an exam and so I really need the step by step process guideline from the start to finish. For example: 1. Identify redundants 2. Solve for external/internal forces 3. etc.
choose the correct answer
m.ecollege.com/course.html?courseld317277540&OpenVellumHMAC=feaa487bb20ce8f39ce96d0c36a22864#10001 Update : Part A Consider the beam shown in (Figure 1). EI is constant. Suppose that P = 14 kN and w = 7 kN/m Determine the reaction at the support (1) measured upward, Express your answer to three significant figures and include the appropriate units. Enter positive value if the force is upward and negative value if the force is downward. Figure 1 of 1 HA Qo = 5.35 kN 6. Submit Previous Answers Request Answer 2 X Incorrect; Try Again; 28 attempts remaining 2 m -1 m Part B P Pearson Copyright © 2022 Pearson Education Inc. All rights reserved. | Terms of Use Privacy Policy | Permissions| Contact Us|
Why do we use the initial very small portion of the torque-angle graph to estimate the modulus of shear? You can add a sketch of your own Paragraph v B I U- AE + v ... II
I need right solution with clear calculation. Thank you
22:39 The beam is constructed using 2 boards and 3 rows of nails spaced equally. A shear force is applied to the board. d3 d3 Variable Values for the figure are given in the following table. Note the figure may not be to scale. d₁ d₂ d3 d4 d₁ V Value 0.2 m 0.2 m wamap.org 0.08 m 0.5 m 630 N a. Determine the Qat where the boards meet. b. Determine the moment of inertia, I. c. Determine the shear flow for each nail, q. d. Determine the shear force resisted by each nail, F. Round your final answers to 3 significant digits/figures. Q = 0.07 xm³
The beam in the figure below is fabricated by attaching a C180x14.6 channel to a W250x17.9 shape with 15-mm-dia rivets at uniform spacing “s". The maximum shear force in the beam is 65 kN. Given properties: C180x14.6: A = 1850 mm^2; d = 178 mm; xg= 13.8 mm I, = 0.405x10^6 mm^4; tw = 5.3 mm; tr = 9.3 mm W250x17.9: A = 2270 mm^2; d = 251 mm; I, = 22.4x10^6 mm^4 tw = 4.8 mm; t = 5.3 mm C180 × 14.6 - W250 × 17.9 1. Calculate the moment of inertia of the built up section about the horizontal axis located 78.26 mm from the top. The answer is in x10^6 mm^4. А. 36.76 В. 22.80 с. 27.46 D. 31.06 2. Determine the strength (kN) of the connection within spacing “s" based on rivet shear if the working stress for a rivet is 100 MPa. C. 180 D. 200 A. 140 В. 35.34 3. Determine the shear flow “q" (N/mm) that must be sustained by the rivets A. 243.72 В. 172.39 C. 191.02 D. 211.84 Find the maximum allowable spacing (mm) of the rivets if the working. A. 140 5. 4. В. 160 С. 180 D. 200 What is the…
Provide free body diagram in solving.
Question 1. Specify the forces applied to the beams of the beam structure and the load patterns of the horizontal bar BDF. Question 2. Calculate the cutting force developed by the cutters shown in the picture, as well as the force applied to the hinge pin cutting force: (10kp = 100N)