Q. 5 Determine the deflections at B and C for the beam shown in Fig. 5 using the moment-area method. Also, determine the slope at D. El is constant. E = 20,000 ksi and I =31500 in.4.1.5 k/ft30 k↓↓↓↓Fig. 5ABC6 ft 4 ft ---5 ft-

Answered: Image /qna-images/answer/3c7bae6b-5429-4c9a-9d97-c33f4d5661e0.jpg

Answered: Q. 5 Determine the deflections at B and…

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 expression of the elastic line, the deflection and the slope of the end B, where E= 200 GPa and Ix = 65 x106 mm^4.
Use the moment-area method to determine the slopes and deflections at point C of the beam shown.
Determine the horizontal deflection at joint B of the truss shown. There's a temperature drop of 15 °F in members AB and AD. Take a = 6.5(106)/°F° Take E= 200 GPa and A = 5 cm?. 105 kN ... VB 4m A C 5m 5m
Part e) Rotation_at_B Use the principle of virtual work to determine the rotation at Support B. (The positive direction of a rotation is clockwise. Please present your result to 4 decimal places.) Radians
Q. 4 Determine the slope at the supports for the beam shown below. Also, determine the deflections at B and C. 10 ft I 40 k B 60 k 10 ft 21 E = constant = 29,000 ksi I = 1,000 in.4 10 ft I Q. 4
Determine the slopes and deflection at point B for the beam shown below by the conjugate beam method.
3. HORIZONTAL DEFLECTION OT JOINT C OF THE FRAME SHOWN. 327KN 6kN/m Gm 4.5m 9m EI IS CONSTANT. E▪ 200 CDa, 1= 980 cm²
Determine the slopes and deflections at points B for the beam shown below by the conjugate beam method.
1. By using Double Integration Method, Determine the deflection at the midspan of the beam shown. 30 kN/m 5 m- El = constant E = 200 GPa I=1460x10 mm¹ B [1] -2m- C
Determine the maximum deflection of the steel beam shown. The reactions have been computed. E = 200 GPa, I = 60(106) mm4.
Q. 3 Determine the deflections at B and C for the beam shown in Fig. 2 using the conjugate beam method. Also, determine the slope at D. El is constant. E = 20,000ksi and I = 31500 in.¹. 1.5 k/ft H -6 ft 30 k B +4ft- C -5 ft- Fig. 2
The truss shown in Fig.3 is supported by a roller at C and a hinge at D. Use Castigliano's theorem to calculate the horizontal deflection for point B. E-200 B. kN/mm² and A-800 mm² for all members. s) 15 kN 2 m 20 KN B Th 2 m Fig.3

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

Q. 5 Determine the deflections at B and C for the beam shown in Fig. 5 using the moment- area method. Also, determine the slope at D. El is constant. E = 20,000 ksi and I = 31500 in.4. 1.5 k/ft 30 k ↓↓↓↓ Fig. 5 A B C 6 ft 4 ft -- -5 ft-