Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
2. Two channels are welded at the top and bottom flange to form a box column and a compact section Properties of each channel A = 5350 mm² d = 250 mm b, = 100 mm t₁ = 15 mm t₂ = 10 mm I, = 52 x 10 mm 1,= 5 x 10 mm = 29 mm F₁==345 MPa If the length of the columns 4 m and K = 1.0 both axes A. Determine the critical slenderness ratio of the built up column B. Calculate the allowable and ultimate axial load of the column

2. Two channels are welded at the top and bottom flange to form a box column and a compact section Properties of each channel A = 5350 mm² d = 250 mm b, = 100 mm t₁ = 15 mm t₂ = 10 mm I, = 52 x 10 mm 1,= 5 x 10 mm = 29 mm F₁==345 MPa If the length of the columns 4 m and K = 1.0 both axes A. Determine the critical slenderness ratio of the built up column B. Calculate the allowable and ultimate axial load of the column

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

Please answer the problem attached image.

Thank you very much.

Principle Steel design

Hint: a)kl/r=51.74,b)Pa=1817.28kn,Pu=2731.37kn

2. Two channels are welded at the top and bottom flange to form a box column and a compact section Properties of each channel A = 5350 mm² d = 250 mm b, 100 mm t = 15 mm t = 10 mm I= 52 x 10 mm* I,= 5 x 10 mm = 29 mm F,==345 MPa If the length of the columns 4 m and K = 1.0 both axes A. Determine the critical slenderness ratio of the built up column B. Calculate the allowable and ultimate axial load of the column
Transcribed Image Text:2. Two channels are welded at the top and bottom flange to form a box column and a compact section Properties of each channel A = 5350 mm² d = 250 mm b, 100 mm t = 15 mm t = 10 mm I= 52 x 10 mm* I,= 5 x 10 mm = 29 mm F,==345 MPa If the length of the columns 4 m and K = 1.0 both axes A. Determine the critical slenderness ratio of the built up column B. Calculate the allowable and ultimate axial load of the column
Expert Solution
steps

Step by step

Solved in 5 steps

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Knowledge Booster
Wood spanning elements
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