I need help with this exercise from my homework. I have no idea about how to solve it. I need an step by step solving and explanation, please. Determine the reactions at the supports using the method of consistentdeformations, then draw the moment diagram. The spring is originallyunstretched and has a stiffness k = 10 EI/L³. El is constant for both beams.AW2LLBWkWL4Vmax =8E1WL³-L·Отах=6EI

Step 1:Step 2:Step 3:Step 4:Step 5:Step 6:

Answered: Determine the reactions at the supports…

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

The beam has a loose fit built-in support at B which allows the end of the beam to rotate through the angle Ө0 = 0.75° when the load is applied, as shown in the detail. E = 72 GPa and I = 120 x 106mm4. Determine the following: Reaction at A (kN) Moment at B (kN m) Slope at A in radians Displacement at the application of 200kN load
Find the deformation of the bar in the figureE= 200gpa
Determine the maximum shear stress and angle of twist (in degrees) of one tip with respect to other. The material of the component has a modulus of rigidity of 24 GPa. positive applied moments are CW when seen from E to A. Moment at A= 400 N.m Moment at B = -600 N.m Moment at C= 300 N.m Moment at D = 500 N.m Moment at E= -600 N.m L is 0.25m and Radius of the rod is 30mm
2. Each member of the truss shown below is 2 m long. 800 N D 400 N a) Solve for the reactions at pin A and roller E. A IC -2 m b) Use the Method of Joints to determine the force in members AB, AC, BC, and BD (i.e. you do not have to solve for all the members). Report answers to 2 decimal places and clearly identify if each member is in compression (C) or tension (T). c) Verify your answers from part b by using the Method of Sections to compute the forces in members AC, BC, and BD. Report answers to 2 decimal places and clearly identify if each member is in compression (C) or tension (T).
Resolve the 900N force inot a component P along with AB and a component Q perpendicular to AB.
The asymmetric simple truss is loaded as shown. Determine the reactions at A and D. Neglect the weight of the structure compared with the applied loads. Is the knowledge of the size of the structure necessary? 1L Your answer is partially correct. A 60° Answers: Ay= Dy= Dx= 1 B i 3.39 4.61 3L y 1 C 1L 60° 60° E 30° x 4L D
la.) > M A Tiok q' B Find the reactions. Draw and label the V and M diagrams. Fill in the blanks. Write the equations for q, V, and M in the ak region 6
Determine the reactions at a and b for the beam subjected to the disturbed and concentrated loads. Ay = ? Bx = ? By = ?
determine the couple moment acting on the triangular plane shown.
calculate the location of the centroid, the second moments and product of area for the cross- section if; D = 67 mm, B = 41 mm & t = 2.41 mm A L Test beam A Strain gauge W (a) Unsymmetrical cantilever beam with weight applied at the free end and at the "shear centre", so that there is no torsion induced. Section A-A Strain gauge 1 Strain gauge 2 b Strain gauge 3 a B (b) Location of Huggenberger strain gauges From these, calculate the orientation and position of neutral axis for pure bending in the vertical plane (i.e. bending about a horizontal axis).
A rigid beam loaded with negligible mass is pinned at Band is supported by two identical rods, except for thelength. SHOW FBD AND DEFORMATIONA) Determine the force in rod CB) Determine the force in rod D
Draw the shear and bending moment. And find the reaction at the supports for the beam shown. Take E = 200 GPa I = 90x10^-6 m⁴ Use four decimal places

SEE MORE QUESTIONS

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS

Determine the reactions at the supports using the method of consistent deformations, then draw the moment diagram. The spring is originally unstretched and has a stiffness k = 10 EI/L³. El is constant for both beams. A W 2L L B W k WL4 Vmax = 8E1 WL³ -L· Отах = 6EI