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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