с d = 20 mm Al 20 kN 30 kN 15 kN D d = 15 mm B k 6 m 2 m 2 m 4 m 2 m A beam is suspended by a rod (6 m in length) at each end and is subject to three concentrated loads as shown. You may assume that the support conditions at A and B can be approximated as a roller. Rod AC has a diameter of 20 mm and rod BD has a diameter of 15 mm. Both rods are steel with Young's modulus E = 200 GPa and failure stress ofail = 350 MPa. a) Draw the free body diagram (FBD) for the beam and each rod. b) Determine the tensile force in each rod. c) Determine the tensile stress in each rod.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
icon
Related questions
Question
с
d = 20 mm
Al
20 kN
30 kN
15 kN
D
d = 15 mm
B
k
6 m
2 m
2 m
4 m
2 m
A beam is suspended by a rod (6 m in length) at each end and is subject to three concentrated
loads as shown. You may assume that the support conditions at A and B can be approximated
as a roller. Rod AC has a diameter of 20 mm and rod BD has a diameter of 15 mm. Both rods are
steel with Young's modulus E = 200 GPa and failure stress ofail = 350 MPa.
a) Draw the free body diagram (FBD) for the beam and each rod.
b) Determine the tensile force in each rod.
c) Determine the tensile stress in each rod.
d) What is the maximum factor if safety (FS) on fail that can be adopted if the design shown
were to be viable?
e) Determine the normal strain and elongation for both rods.
Transcribed Image Text:с d = 20 mm Al 20 kN 30 kN 15 kN D d = 15 mm B k 6 m 2 m 2 m 4 m 2 m A beam is suspended by a rod (6 m in length) at each end and is subject to three concentrated loads as shown. You may assume that the support conditions at A and B can be approximated as a roller. Rod AC has a diameter of 20 mm and rod BD has a diameter of 15 mm. Both rods are steel with Young's modulus E = 200 GPa and failure stress ofail = 350 MPa. a) Draw the free body diagram (FBD) for the beam and each rod. b) Determine the tensile force in each rod. c) Determine the tensile stress in each rod. d) What is the maximum factor if safety (FS) on fail that can be adopted if the design shown were to be viable? e) Determine the normal strain and elongation for both rods.
Expert Solution
trending now

Trending now

This is a popular solution!

steps

Step by step

Solved in 3 steps with 3 images

Blurred answer
Follow-up Questions
Read through expert solutions to related follow-up questions below.
Follow-up Question

can you please answere the last 2

C
d = 20 mm
AD
20 kN
2 m
30 kN
2 m
4 m
15 kN
2 m
D
d = 15 mm
B
6 m
d) What is the maximum factor if safety (FS) on fail that can be adopted if the design shown
were to be viable?
e) Determine the normal strain and elongation for both rods.
Transcribed Image Text:C d = 20 mm AD 20 kN 2 m 30 kN 2 m 4 m 15 kN 2 m D d = 15 mm B 6 m d) What is the maximum factor if safety (FS) on fail that can be adopted if the design shown were to be viable? e) Determine the normal strain and elongation for both rods.
Solution
Bartleby Expert
SEE SOLUTION
Knowledge Booster
Loads and reactive 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