Determine the centroidal moment of inertia of the built up section shown using a steel plate 1" x 16" and C-12 x 25 steel section welded together. Refer to the table below. ASAP 12"Type EDI_Std_Nomenclature AISC_Manual_LabelAbrC15X50C15X5014.715.03.720.7160.6500.79940411.0C15X40C15X4011.015.03.520.5200.6500.7783489.17C15X33.9C15X33.910.015.03400.4000.6500.7883158.07C12X30C12X308.8112.03.170.5100.5010.6741625.12C12X25C12X257.3412.03050.3870.5010.6741444.45C12X20.7C12X20.76.0812.02940.2820.5010.6981293.86...

Answered: Image /qna-images/answer/190afcdd-6e91-414d-87ac-a09f8b68f05c.jpg

Type EDL Std_Nomenciature AISC_Manual Label C15X50 C15K50 14.7 15.0 3.72 0.716 0.650 0.799 404 11.0 C15X40 C15X40 11.8 15.0 3.52 340 0.520 0.650 0.778 348 9.17 C15K339 C15X33.9 100 15.0 0.400 0.650 0.788 315 8.07 C12X30 C12X30 8.81 12.0 3.17 0.510 0.501 0.674 162 5.12 C1225 120 0.387 C1225 C12X20.7 734 305 0.501 0674 144 4.45 C12x20.7 6.08 12.0 2.94 0.282 0.501 0.698 129 3.86 ... ... ... .... ...

Type EDL Std_Nomenciature AISC_Manual Label C15X50 C15K50 14.7 15.0 3.72 0.716 0.650 0.799 404 11.0 C15X40 C15X40 11.8 15.0 3.52 340 0.520 0.650 0.778 348 9.17 C15K339 C15X33.9 100 15.0 0.400 0.650 0.788 315 8.07 C12X30 C12X30 8.81 12.0 3.17 0.510 0.501 0.674 162 5.12 C1225 120 0.387 C1225 C12X20.7 734 305 0.501 0674 144 4.45 C12x20.7 6.08 12.0 2.94 0.282 0.501 0.698 129 3.86 ... ... ... .... ...

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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