EI=CONSTANTE=29,000 KSII=2,000 IN^4 SOLVE FOR BEAMS DEFLECTION USING VIRTUAL WORK METHODD (Ctrl)2 k/ft1A10 ft20 ft15 ftFIG. P3.5SOLVE FOR DEFLECTION AT POINT 1SOLVE FOR DEFLECTION AT POINT 2SOLVE FOR ROTATION AT POINT A

When at any point we draw the tangent, then the movement at point is termed as the rotation of the…

Answered: SOLVE FOR BEAMS DEFLECTION USING…

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 following unknowns on the beam shown below using Area-Moment Method. Consider 150 mm x150 mm section and E = 80 GPa. Show complete and organized solution. a. Vertical Reaction at B in kN. b.Moment Reaction at A in kN-m. c. Deflection at point C in mm. d. Deflection at midspan of AB in mm. Given: a- 7m b- 24kN/m C- 30kN
For the beam supporting the loads, determine the slope and deflection of the free end using the AREA MOMENT METHOD. E = 200,000 MPaI = 80 x 10^6 mm^4
Determine the following unknowns on the beam shown below using Area-Moment Method. Consider 150 mm x 150 mm section and E = 80 GPa. Note that: a = 3.7 m b = 31.0 kN/m c = 35 kN Find the ff. A. Vertical reaction at B in kN. B. Moment reaction at A in kN-m. C. Deflection at point C in mm. D. Deflection at midspan of AB in mm.
Determine the maximum deflection of the simply supported beam. E=200GPaE=200GPa and I=69(10^6)mm4I=69(10^6)mm4
Determine the horizontal and vertical components of deflection at joint B using the work methodvirtual. EA constant. E = 200GPa , A = 1200 mm². Please type answer note write by hend.
Determine the deflection and slope at the x distance from support A of the beam. Take E=70 GPa and I=45.7x10-8 m4 for magnitudes of M0=7,7, x=1,5 and L=4,3.
Use the method of angles of twist and deflection. Assume E = 200 kN/mm^2, IAB = 21 × 10^7 mm^4, IBC = Cantilever = 15 ×10^7mm^4
The simply supported beam consists of a W14 x 34 structural steel wide-flange shape [E = 29,000 ksi; / = 340 in.4]. For the loading shown, use discontinuity functions to compute (a) the slope of the beam at E and (b) the deflection of the beam at C. Assume wo = 14 kips/ft, WCD= 6.0 kips/ft, LAB = 7.5 ft, LBc = 7.5 ft. LcD = 9.0 ft, LDE = 4 ft. Answer: (a) DEGREE OF ROTATION E = (b) vc = in
A continuous beam ABC has fixed supports. Constant value of El and using slope deflection method. What is the moment MAB in KN-m? 2 decimal places
A simply supported beam, 12m long is subjected to a concentrated load of 8000N at a distance of 9m from the left support. If E = 200GPa and I = 60 x 10^6 mm^4. Determine the location of the maximum deflection from the left support. Determine the maximum deflection of the beam.
Find the deflection at the midpoint BC of the loaded beam as shown in the figure by the double integration method. E = 200GPa, I = 6.87x10 ^-6
Solve conjugate beam using point "C" as moment center or reference line. A simply supported beam 10m long carries a uniform load of 24 kN/m. Use E=200 GPa, I=240x106 mm4 a. Determine the rotation in degrees of the beam at a point 4m from the left support. b. Determine the deflection at point 4m from the left support.

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

SOLVE FOR BEAMS DEFLECTION USING VIRTUAL WORK METHOD D(Ctrl) 2 k/ft 10 ft -20 ft 15 ft FIG. P3.5 SOLVE FOR DEFLECTION AT POINT 1 SOLVE FOR DEFLECTION AT POINT 2 SOLVE FOR ROTATION AT POINT A