Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
A rigid bar is supported by three non-rigid rods, as shown. There is no initial strain and the length of Rods A and C is 0.7m, while Rod B is 0.9m. A 45kN downward load is applied to the rigid bar, equally resisted by Rod A,B, and C. Clearly show ALL FBDS used. P Plane S Rod A Rod B Rod C Detail 0.7 m 0.9 m 0.7 m view from reference Plane S (side view) 45 kN

A rigid bar is supported by three non-rigid rods, as shown. There is no initial strain and the length of Rods A and C is 0.7m, while Rod B is 0.9m. A 45kN downward load is applied to the rigid bar, equally resisted by Rod A,B, and C. Clearly show ALL FBDS used. P Plane S Rod A Rod B Rod C Detail 0.7 m 0.9 m 0.7 m view from reference Plane S (side view) 45 kN

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

Need help. thanks in advance.

A rigid bar is supported by three non-rigid rods, as shown. There is no initial strain and the length of Rods A and C is 0.7m, while Rod B is 0.9m. A 45kN downward load is applied to the rigid bar, equally resisted by Rod A,B, and C. Clearly show ALL FBDS used. P Plane S Rod A Rod B Rod C Detail 0.7 m 0.9 m 0.7 m view from reference Plane S (side view) 45 kN (a) Determine the shear stress \(10\;mm\)-diameter pin segment at P. Given is a sideview, viewed from plane S. An incomplete pin segment is also shown. Tp = MPа (b). If the normal strain in Ro A due to the load is 1.06 x 10^-4 mm/mm, determine the normal strain in Rod B. ɛB = x 10^-4 mm/mm
Transcribed Image Text:A rigid bar is supported by three non-rigid rods, as shown. There is no initial strain and the length of Rods A and C is 0.7m, while Rod B is 0.9m. A 45kN downward load is applied to the rigid bar, equally resisted by Rod A,B, and C. Clearly show ALL FBDS used. P Plane S Rod A Rod B Rod C Detail 0.7 m 0.9 m 0.7 m view from reference Plane S (side view) 45 kN (a) Determine the shear stress \(10\;mm\)-diameter pin segment at P. Given is a sideview, viewed from plane S. An incomplete pin segment is also shown. Tp = MPа (b). If the normal strain in Ro A due to the load is 1.06 x 10^-4 mm/mm, determine the normal strain in Rod B. ɛB = x 10^-4 mm/mm
Expert Solution
steps

Step by step

Solved in 2 steps with 2 images

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Knowledge Booster
Estimating construction costs
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