TWO L76X51X6.4-MM ANGLES ARE WELDED TO A C250X22.8 CHANNEL (THE SHORTER SIDE OF THE ANGLE IS ATTACHED TO THEWEB OF THE CHANNEL). DETERMINE THE MOMENTS OF INERTIA AND RADII OF GYRATION OF THE COMBINED SECTION WITH RESPECTTO CENTROIDAL AXES RESPECTIVELY PARALLEL AND PERPENDICULAR TO THE WEB OF THE CHANNEL.L76X51X6.4C250X22.8 Axis X-XAxis Y-YDepth Widhy10 mmAreaDesignation10 mmmmmmmmmmmmW460 x 1131W410 x 514 40010 S0046241727918155431619617163.317.966.3w ShapesWile-FlangeShapes)40.6W360 x 578-X w200 x 46.1723035820317220316045.814911.115.439.451.3S8.1SI60 x S1.410 300457152333180S.6229.0s Shupes(American StandardS310 x 47.3S250 x 37.86010481030525412711825.424.190.312310362251.22.50Shapes)S150 x 18.6236015284.69.160.74917.82020.945 18.1C310 x 30.st3120289016130525474.766.053.711795.317.716.1C Slapes(American StandardChannels)25.0C250 x 22.8C200 x 17.1C150 x 12.2217020357.413.579.00.54502615.814.515a015248.85.4550.413.613.0L152 x 152 x 25.4 7100LI02 x 102 x 12.7L76 x 76 x6.4L152 x 102 x 12.7 3060L127 x 76 x 12.7L76 x 51 x6.414.72.3045.530.747.230.014.72.3045.530.747.230.024209290.51223.521.20.512 23521.27.203.930.45448.540.150.32.591.0629.020.924.918.9Angles242044224.976824.20.16214.512.4

Answered: Image /qna-images/answer/aa948992-7015-4d05-a02e-3bee961c9dc6.jpg

TWO L76X51X6.4-MM ANGLES ARE WELDED TO A C250X22.8 CHANNEL (THE SHORTER SIDE OF THE ANGLE IS ATTACHED TO THE WEB OF THE CHANNEL). DETERMINE THE MOMENTS OF INERTIA AND RADII OF GYRATION OF THE COMBINED SECTION WITH RESPECT TO CENTROIDAL AXES RESPECTIVELY PARALLEL AND PERPENDICULAR TO THE WEB OF THE CHANNEL.

TWO L76X51X6.4-MM ANGLES ARE WELDED TO A C250X22.8 CHANNEL (THE SHORTER SIDE OF THE ANGLE IS ATTACHED TO THE WEB OF THE CHANNEL). DETERMINE THE MOMENTS OF INERTIA AND RADII OF GYRATION OF THE COMBINED SECTION WITH RESPECT TO CENTROIDAL AXES RESPECTIVELY PARALLEL AND PERPENDICULAR TO THE WEB OF THE CHANNEL.

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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