Solve fast please I need correct answes 7.28 Use Castigliano's theorems to find the reaction force at B and thedeflection at A in terms of w, E, I, and L for the beam shown inFigure P7.22.y1B2L7.28 Hint: At point B, v =;at point A, v, =ƏR,(P is the fictitious load at A).OP

Answered: Image /qna-images/answer/db60853f-3b3d-47c5-ad0f-333dc765d925.jpg

Answered: Solve fast please I need correct answes

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

determine the shear force and bending moment at point 1 (P1) in the figure.
Compute the slope and deflection at point C and the maximum deflection between A and B for the beam in Figure P7.33. The reactions are given, and EI is constant. The elastomeric pad at B is equivalent to a roller.
(a) Compute all reactions and draw the shear and moment curves for the beam in Figure P10.11. Given: EI is constant. Compute the deflection at the midspan of segment BC.
What is the Vertical Reaction at C in kN? [add negative (-) sign if answer is to the left / downwards]
10. Vertical Forces P & F in the figure produces a resultant of 500KN and a counter clockwise couple C of 250 KN-m. Find the magnitude of force P.
DETERMINE THE FORCES IN MEMBER AB AND BC IF P = 2500 N.
Determine the reactions and the expected horizontal displacement at point D by applying 1 unit load at D directed to the right.
Analyze the beam in Figure P11.22. In addition to the 16-kip load, support A also rotates clockwise by 0.001 rad and support B settles _1 2 in. Determine the reac- tions and draw the shear and moment curves for the beam. Given: E = 30,000 kips/in.2 and I = 600 in.4
(a) Compute the horizontal displacement of joint B produced by the 240-kN load in Figure P8.10. For all bars, area = 2400 mm2 and E = 200 GPa. (b) Assuming that no load acts, determine the horizontal displacement of joint B if support A moves 20 mm to the right and 30 mm down and support E moves downward 36 mm.
What is the Vertical Reaction at A in kN? [add negative (-) sign if answer is to the left / downwards]
Determine the moment of this figure P1=35kN and P2=55kN
Considering the beam below using Three Moment Equation, Determine the vertical reaction at points A. B. and C. and the deflection at the midspan of AB.

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