Example 6.14. The central bottom chord member of roof truss is 4 m long, carries an axial tension 250 kN and supports a moveable differential chain hoist of 4 kN capacity including impact. The member is composed of 2 angles 100 mm x 75 mm x 10 mm @ 13 kg/m with the longer legs up and placed back on either side of 10 mm gusset plates. The outstanding shorter legs at the bottom provide necessary track for the hoist. The angles are tack riveted at1 m centers with 20 mm dia. rivets. Check the efficiency of the section provided. The permissible tensile stress in axial tension and bending are 150 MPa and 165 MPa respectively. The permissible stress in compression for flangeless beams unsupported laterally may be taken as Fram wiki 3300 N/mm, subject 1/b to a maximum of 140 N/mm, where l = unsupported length of the member and b is the combined thickness of the angles.

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
Example 6.14. The central bottom chord member of roof truss is 4 m long, carries an ariol
tension 250 kN and supports a moveable differential chain hoist of 4 kN capacity including impact.
The member is composed of 2 angles 100 mm x 75 mm x 10 mm @ 13 kg/m with the longer
legs up and placed back on either side of 10 mm gusset plates. The outstanding shorter legs
at the bottom provide necessary track for the hoist. The angles are tack riveted at 1 m centers
with 20 mm dia. rivets. Check the efficiency of the section provided. The permissible tensile stress
in axial tension and bending are 150 MPa and 165 MPa respectively. The permissible stress in
From whi
3300
compression for flangeless beams unsupported laterally may be taken as
N/mm, subject
1/b
to a maximum of 140 N/mm, where 1 = unsupported length of the member andb is the combined
thickness of the angles.
Transcribed Image Text:Example 6.14. The central bottom chord member of roof truss is 4 m long, carries an ariol tension 250 kN and supports a moveable differential chain hoist of 4 kN capacity including impact. The member is composed of 2 angles 100 mm x 75 mm x 10 mm @ 13 kg/m with the longer legs up and placed back on either side of 10 mm gusset plates. The outstanding shorter legs at the bottom provide necessary track for the hoist. The angles are tack riveted at 1 m centers with 20 mm dia. rivets. Check the efficiency of the section provided. The permissible tensile stress in axial tension and bending are 150 MPa and 165 MPa respectively. The permissible stress in From whi 3300 compression for flangeless beams unsupported laterally may be taken as N/mm, subject 1/b to a maximum of 140 N/mm, where 1 = unsupported length of the member andb is the combined thickness of the angles.
Expert Solution
trending now

Trending now

This is a popular solution!

steps

Step by step

Solved in 2 steps with 2 images

Blurred answer
Knowledge Booster
Beams and frames
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.
Similar questions
  • SEE MORE QUESTIONS
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