Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
A steel column 6 m long and hinged at both ends is used to carry an axial compressive load of 880 kN and a moment of 330 kN.m. about its strong axis. The column is subjected to sidesway. Fy= 248 MPa Analyze the adequacy of the column. The properties of the section are: A=22774 mm² Sy=1,105,931 mm² ly= 206.035 x 10 mm tf=23.9 mm rt = 102.62 mm Sx=3,123,399 mm ry = 95.12mm Wt= 179.14 kg/m tw=15mm x = 158.81mm tx=574.4 x10³ mm bf=376.6 mm d=367.8 mm

A steel column 6 m long and hinged at both ends is used to carry an axial compressive load of 880 kN and a moment of 330 kN.m. about its strong axis. The column is subjected to sidesway. Fy= 248 MPa Analyze the adequacy of the column. The properties of the section are: A=22774 mm² Sy=1,105,931 mm² ly= 206.035 x 10 mm tf=23.9 mm rt = 102.62 mm Sx=3,123,399 mm ry = 95.12mm Wt= 179.14 kg/m tw=15mm x = 158.81mm tx=574.4 x10³ mm bf=376.6 mm d=367.8 mm

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

Topic: COMBINED STRESS - STEEL DESIGN

A steel column 6 m long and hinged at both ends is used to carry an axial compressive load of 880 kN and a moment of 330 kN.m. about its strong axis. The column is subjected to sidesway. Fy= 248 MPa Analyze the adequacy of the column. The properties of the section are: A=22774 mm² Sy=1,105,931 mm² ly = 206.035 x 10³ mm tf=23.9 mm rt = 102.62 mm Sx=3,123,399 mm² ry=95.12mm Wt=179.14 kg/m tw=15 mm x = 158.81mm tx=574.4 x10³ mm bf=376.6 mm d=367.8 mm
Transcribed Image Text:A steel column 6 m long and hinged at both ends is used to carry an axial compressive load of 880 kN and a moment of 330 kN.m. about its strong axis. The column is subjected to sidesway. Fy= 248 MPa Analyze the adequacy of the column. The properties of the section are: A=22774 mm² Sy=1,105,931 mm² ly = 206.035 x 10³ mm tf=23.9 mm rt = 102.62 mm Sx=3,123,399 mm² ry=95.12mm Wt=179.14 kg/m tw=15 mm x = 158.81mm tx=574.4 x10³ mm bf=376.6 mm d=367.8 mm
Expert Solution
steps

Step by step

Solved in 4 steps with 2 images

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Knowledge Booster
System of 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