Situation 10: A non-prismatic cantilever beams loaded as shown in the Figure.108 kNA216 m4 m28. Which of the following most nearly gives the deflection at B?а. 7,776/EIb. 13,886/EIс. 15,120/EId. 19,152/EI

Answered: Image /qna-images/answer/68503f72-4c34-4ca1-8624-6639aa9e09f1.jpg

Answered: 108 kN 21 6 m 4 m 28. Which of the…

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

E=160 GPa I= 65.0*106mm4 What is the slope and deflection at the end of the beam?
Determine the deflection at C of the beam given. If E=220 GPa and I=250×10⁶mm⁴.
a. For the beam shown below, determine the slope at point C. E=15,000 MPa, I= 2x10^8 mm4. Use area moment method. a. 4. 124 degrees b. 3.784 degrees c. 1.439 degrees d. 2.106 degrees b. For the beam shown below, determine the deflection at point B. E=15,000 MPa and I= 2x10^8 mm4. Use area-moment method. a -90.453 mm b -73.248 mm c -53.876 mm d -87.876 mm c. Determine the maximum deflection from the loading shown below. E=15,000 MPa and I=2x10^8 mm4. Use area-moment method. a 45.67 mm b 54.98 mm c 73.25 mm d 67.94 mm
Moment area method and double integration method For the beams below, determine the magnitude of the maximum deflection and its location. Use E = 200x10^6 KPa and I = 1.44x10^-5 m4.
Using Area-Moment Method, determine the deflection at the overhanging end in mm. Given: P = 4.2kN , w = 8.6 kN/m , a = 1.6m , b = 1.2m , c = 0.7m , E = 10 GPa , I = 20x106 mm4
Determine the deflection at the free end of the beam using the conjugate beam method. The homogeneous steel cantilever beam has a moment of inertia on point A to point B of 2500x10^6mm4 and from the point, B to point C of 1250 x10^6mm4
determine the deflection at point D of the beam shown using virtual work method. 150kn E=70 GPa I=1000(10^2) mm^2
For the beams below, determine the magnitude of the maximum deflection using double integration method. Use E = 200 x10^6 KPa and I = 1.440 x10^-5 m4
Will rate immediately. Need ASAP. Which of the ff gives the deflection at point C?
Determine the slope and deflection at point B of the beam shown if the figure. Let e= 29 106 ??? and i= 800??4
Thumbs-up will be given. Solve in 4 decimal places. Box the final answer. Determine the deflection at the right overhanging end using the Method of Virtual Work with the right half of the beam's length having a moment of inertia only ¾ of the given moment of Inertia.
If A = 2000sq.mm, E = 200000MPa, Determine the Vertical Deflection of Point E.

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

108 kN 21 6 m 4 m 28. Which of the following most nearly gives the deflection at B? a. 7,776/EI b. 13,886/EI с. 15,120/EI d. 19,152/EI