Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
Gate AB in Figure below is semi-circular, hinged at B, and held by a horizontal force F2, at point A. Wha horizontal force F2 is required at point A for equilibrium? A- Ta IT3 14.14 %3D Ye = 4a 4(3) Yc= 37T 3T -1,27 %3D 2.5m 55 Water Ixc= a"(9n²-64) 34(Ap2-64) F2 alm 3m Side view 72T1 heg Oh-CG 5.5-1.27= 4. e = Iyc 8,8 F,= 10°.(9.81)-(4.23) - (14.14) = 586,757.68 4,23 Am=cG-e F e arm+ FR 1,12 +58,757.68 %3D 3. 195586.26 N

Gate AB in Figure below is semi-circular, hinged at B, and held by a horizontal force F2, at point A. Wha horizontal force F2 is required at point A for equilibrium? A- Ta IT3 14.14 %3D Ye = 4a 4(3) Yc= 37T 3T -1,27 %3D 2.5m 55 Water Ixc= a"(9n²-64) 34(Ap2-64) F2 alm 3m Side view 72T1 heg Oh-CG 5.5-1.27= 4. e = Iyc 8,8 F,= 10°.(9.81)-(4.23) - (14.14) = 586,757.68 4,23 Am=cG-e F e arm+ FR 1,12 +58,757.68 %3D 3. 195586.26 N

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
See similar textbooks
icon
Related questions
Question
tab Gate AB in Figure below is semi-circular, hinged at B, and held by a horizontal force F2, at point A. What horizontal force F2 is required at point A for equilibrium? A- Ta IT 3- 14.14 V caps %3D %3D 2. Y = Ya 43) -1,27 37T 31T 2.5m 55 Waker F2 alm 3 m Ixc= a"(9n²- 64) 3"(Ap?-64) 72TT = 8,89 Side view 72T1 heg= Oh-CG 5.5-1.27 = 4,23 10 IxC e = 8,89 F= 10.(9.8 1) -(4.23) · (14,14) = 586,757.69 heg A 4,23 (14.149 NY86 Am-cG-e 1,27-. 1496=1.12 = arm+ FR ,12+586,757,68 3. = 195586,26 N
Transcribed Image Text:tab Gate AB in Figure below is semi-circular, hinged at B, and held by a horizontal force F2, at point A. What horizontal force F2 is required at point A for equilibrium? A- Ta IT 3- 14.14 V caps %3D %3D 2. Y = Ya 43) -1,27 37T 31T 2.5m 55 Waker F2 alm 3 m Ixc= a"(9n²- 64) 3"(Ap?-64) 72TT = 8,89 Side view 72T1 heg= Oh-CG 5.5-1.27 = 4,23 10 IxC e = 8,89 F= 10.(9.8 1) -(4.23) · (14,14) = 586,757.69 heg A 4,23 (14.149 NY86 Am-cG-e 1,27-. 1496=1.12 = arm+ FR ,12+586,757,68 3. = 195586,26 N
Expert Solution
trending now

Trending now

This is a popular solution!

steps

Step by step

Solved in 2 steps with 2 images

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Knowledge Booster
Hydrostatic forces
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning
SEE MORE TEXTBOOKS