Idealize the following braced frame as a truss. Compute thehorizontal deflection at Node A.●●●E = 29000 ksiColumn: A = 10.0 in.²Diagonal brace: A = 1.09 in.²Beams: A = 10.0 in.21420k1OK7777716'A

Data given Find: Horizontal deflection at node A

Answered: Idealize the following braced frame as…

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 deflection at joint B. Members have the same moment of inertia of 1440 x 10^4 cm^4 and E is constant at 210 GPa Using Unit load Method 100kN/m B P= 279 kN 100kN/m A 4m iP in kN 3m 5m
The truss shown has a pin at A and a roller at C, and is subjected to the loading as shown. The modulus of elasticity, E is 1600 ksi. If all of the members have the same cross sectional area, using the method of virtual work, find the smallest cross sectional area so that the vertical deflection at joint B does not exceed 0.4in.
SOLVE STEP BY STEP IN DIGITAL FORMAT Determine by the method of nodes the forces at which the members EG, GF and FH, EF and ED of the following truss work. 4 kN 8 kN 2 m G 2m H. 8 kN 2m E 2m 8 kN 2m 2m 4 kN 2m 2m A B.
Question 4 Members of the truss shown consist of sections of aluminum pipes with the cross-sectional areas indicated. Using E= 70 GPa, determine the horizontal deflection of joint D. Members AB, AC, AD, and CE: A = 500 mm²; other members: A = 1000 mm². NO O -0.8m08- 1.8 m- 1.5 m 0.6 m 8 1 NO
Each of the links AB and CD is made of aluminum (E = 75 GPa) and has a cross-sectional area of 125 mm?. Knowing that they support the rigid member BC, determine the deflection of point E. P = 5 kN 0.36 m E B 0.44 m 0.20 m
Determine the maximum deflection of the simply supported beam. E=200GPaE=200GPa and I=69(10^6)mm4I=69(10^6)mm4
2.27 Link BD is made of brass (E 105 GPa) and has a cross-sectional area of 240 mm². Link CE is made of aluminum (E = 72 GPa) and has a cross-sectional area of 300 mm². Knowing that they support rigid member ABC, determine the maximum force P that can be applied vertically at point A if the deflection of A is not to exceed 0.35 mm. Q Search. P A 125 mm H D B 225 mm 225 mm C 150 mm E 8:51 AM 3/5/2023
Use AREA MOMENT METHOD to Determine the following: A central beam BD is joined at hinges to two cantilever beams AB and DE. All beams have the cross-section shown. For the loading shown, determine the largest w so that the deflection at C does not exceed 3mm. Use E=200 GPa. w 12 mm A C D E Hinge' Hinge 24 mm 0.4 m 0.4 m 0.4 m 0.4 m
Determine the horizontal deflection at joint C of the truss by virtual work method. Use E = 10,000 Ksi. A = 5 in² L1 = 4 ft, L2 = 5 ft, L3= 12 ft, P = 26 K, A L1 B __ L2 → P L3 K
The cantilever beam shown in the figure has a rectangular cross-section 50 mm wide by "h" mm high. It is loaded by two concentrated loads P1 = 8 kN and P2 = 4 kN. The maximum deflection is not to exceed 10 mm. Use E = 10 GPa. P1 P2 2 m 2 m Determine C1.* 0. 54 -72 O 72 Determine C2 * O 148.4444 -130.6667 O -197.3333 Find h.* O 724.33 mm O618.67 mm 779.48 mm
Situation 45 The truss shown below is loaded with P = 300 kN upward vertical load at joint A, supported by a roller at joint C and pin at joint B. It has the following properties: AC and AB = 5000 mm² BC= 6000 mm² E = 200 Gpa a. Determine the horizontal deflection at point A. b. Determine the vertical deflection at point A. Ai 3 m. 2 m. m. 13 m. 100
Use the method of virtual work and determine the vertical displacement of joint B of the truss. Each steel member has a cross-sectional area of 300 mm2 E = 200 GPa. 5 m 3 m 80 kN 3 m -4 m-

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

Idealize the following braced frame as a truss. Compute the horizontal deflection at Node A. ● E = 29000 ksi Column: A = 10.0 in.² Diagonal brace: A = 1.09 in.² Beams: A = 10.0 in.2 ● ● 16' 20k LOK 77777 k 16'