For the beam loaded as shown, draw the shear and moment diagrams specifying values at all change of loading intensities and points of zero shear. You are required to place the shear and moment diagrams below the load diagram. Write your calculations on separate sheets of bond paper. For the beam loaded as shown, draw the shear and moment diagrams specifying values at all change ofloading intensities and points of zero shear. You are required to place the shear and moment diagramsbelow the load diagram. Write your calculations on separate sheets of bond paper.02.200 kN320 kN36 kN/mAВ2.5 m-2.5 m5.0 m-

Answered: Image /qna-images/answer/f2426276-3f04-4f94-837b-72c603a3c6f9.jpg

02. For the beam loaded as shown, draw the shear and moment diagrams specifying values at all change of loading intensities and points of zero shear. You are required to place the shear and moment diagrams below the load diagram. Write your calculations on separate sheets of bond paper. 200 kN 320 kN 36 kN/m A D B 2.5 m 2.5 m 5.0 m

02. For the beam loaded as shown, draw the shear and moment diagrams specifying values at all change of loading intensities and points of zero shear. You are required to place the shear and moment diagrams below the load diagram. Write your calculations on separate sheets of bond paper. 200 kN 320 kN 36 kN/m A D B 2.5 m 2.5 m 5.0 m

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

Explain in detail with figures( FBD) and in hand written
Principles of Steel Design.
A wooden beam is fabricated by nailing together three pieces of dimension lumber as shown. The cross-sectional dimensions of the beam are also shown. The centroid is 3.4 in. below the top surface of the beam, and the moment of inertia about the z axis is 230.9 in.4. The beam must support an internal shear force of V = 365 Ib. If each nail can provide 120 Ib of horizontal resistance, determine the maximum spacing sfor the nails. 2 in. 4 in. 2 in. 2 in. 8 in. O 4.86 in. 8.32 in. O 7.91 in. 9.36 in. O 5.59 in.
Please answer the following and fill up the table using Principle of virtual work method only. Please draw an fbd on real & virtual truss. You may use the other picture for guide the formulas are provided. Thanks
Please answer the following question 1-47 in the picture and make sure you draw a free body diagram also use positive sign convention for internal forces please, Thank for your help. Post pictures of your work instead of typing it. Hint: this is a reverse engineering problem;the force in the members can be computed by setting the equal stress condition.
Please provide a detailed solution especiallyl for the moment of inertia and how you got the values etc. The book of Beer's manual solution does not provide a detailed solutino and it is hard to understand.
The AD beam, which is fixed at left end, is under various loads as shown below. a) Draw internal load diagrams (Nx, Vy, M2) using the method of section. b) Determine the state of stress at points G, H and I for section B. c) For the corresponding points, indicate the results (i.e. stress components) on a differential element. b2 A B G М F2 2l h bi GIVEN DATA: Fo = 10000 N, F1 1200 N, F2 = 1000 N, qo = 50 N/cm, Mo = 50000 Nem, l = 25 cm bi = 10 cm, b2 = 20 cm, h 12 cm, t 1 cm
Please answer the question in the picture, and make sure you do the right work.
the methods are Joints and Sectioning. Kindly solve this, show step by step and detailed complete solution.