1) Two C6x13 sections are laced together with its flanges outstanding.1.0XProperties of one channel are:Designation w (kg/m) A (mm²) d (mm)C6x1319.442471152.4tw (mm)11.1bf (mm) tf (mm)54.88.71.4.Calculate the radius of gyration about the x-axis.1.5.Calculate the radius of gyration about the y-axis.x-bar(mm)13.06IN Aaboutx 103mm)7242IN Abouty (x 103mm²)4371.1.How much in mm should the channels be placed back to back if the section must be equallystrong as beam in both axes.1.2.Calculate the section modulus about y-axis in x10³ mm³.1.3.Calculate the section modulus about x-axis in x10³ mm³.

Given Data:Two C6×13 channels placed back to back.w=19.44…

1) Two C6x13 sections are laced together with its flanges outstanding. 10 X Properties of one channel are: Designation w (kg/m) A (mm²) C6x13 19.44 2471 d (mm) 152.4 tw (mm) 11.1 bf (mm) 54.8 tf (mm) 1.4.Calculate the radius of gyration about the x-axis. 1.5.Calculate the radius of gyration about the y-axis. 18.7 x-bar (mm) 13.06 INAbout x 10- mm") 7242 INAbouty ( x 10³ mm) 437 1.1.How much in mm should the channels be placed back to back if the section must be equally strong as beam in both axes. 1.2.Calculate the section modulus about y-axis in x10³ mm³. 1.3.Calculate the section modulus about x-axis in x10³ mm³.

1) Two C6x13 sections are laced together with its flanges outstanding. 10 X Properties of one channel are: Designation w (kg/m) A (mm²) C6x13 19.44 2471 d (mm) 152.4 tw (mm) 11.1 bf (mm) 54.8 tf (mm) 1.4.Calculate the radius of gyration about the x-axis. 1.5.Calculate the radius of gyration about the y-axis. 18.7 x-bar (mm) 13.06 INAbout x 10- mm") 7242 INAbouty ( x 10³ mm) 437 1.1.How much in mm should the channels be placed back to back if the section must be equally strong as beam in both axes. 1.2.Calculate the section modulus about y-axis in x10³ mm³. 1.3.Calculate the section modulus about x-axis in x10³ mm³.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Mechanics of Solids

It is the study of the behavior of solid materials, their characteristics under various circumstances such as variation in external forces, temperature, and other internal factors. It is one of most important study in the field of engineering science, especially chemistry and mechanical engineering. In rigid body, the idealization of the solid body in which deformation is neglected. Deformation is known as the force acting on the solid state system which exerts change in its shape of the body but it continues to be at rest or in a uniform motion but it cannot accelerate. But those solid systems do have elasticity, compressibility and can be bent. This field is very vast since there are wide range of materials around us.

Question

1) Two C6x13 sections are laced together with its flanges outstanding.
1.0
X
Properties of one channel are:
Designation w (kg/m) A (mm²) d (mm)
C6x13
19.44
2471
152.4
tw (mm)
11.1
bf (mm) tf (mm)
54.8
8.7
1.4.Calculate the radius of gyration about the x-axis.
1.5.Calculate the radius of gyration about the y-axis.
x-bar
(mm)
13.06
IN Aabout
x 103
mm)
7242
IN Abouty (
x 103
mm²)
437
1.1.How much in mm should the channels be placed back to back if the section must be equally
strong as beam in both axes.
1.2.Calculate the section modulus about y-axis in x10³ mm³.
1.3.Calculate the section modulus about x-axis in x10³ mm³.

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