Structural Engineering & Construction Situation 46 (PH)

PAST BOARD EXAM PROBLEMS Structural Engineering & Construction Situation 46 A rectangular tubular column has the following properties: Nominal width along x-axis = 100 mm Nominal depth along y-axis = 200 mm Wall thickness = 12mm Area, A = 6710 mm2 Sx = 308,076 mm3 Sy = 201,560 mm3 1. Which of the following gives the radius of gyration (mm) of the section about the Y-axis? (38.8 mm) 2. Which of the following gives the maximum tensile stress (MPa) in the column given the following: Axial load, P = 280 kN ex = 100 mm ; ey = 50 mm (118.62 MPa) 3. Which of the following gives the value of the load P, that the column can carry without exceeding the allowable compressive stress of 108 MPa, given that, ex = 100 mm and ey = 50mm. (149.6 kN) Credits: 1. Intro Template: https://youtu.be/D_UOajdPf-c 2. Music: 2.1 Driven to Success by Scott Holmes, Source: http://www.freemusicarchive.org 2.2 Instrumental (Guitar) by Carl Ernest Tayag, check his channel: https://www.seevid.ir/fa/result?ytch=UC5jevz5Hgkv86NmLyGubzWA 3. Reference for the problem: Civil Engineering Reference for Licensure Examination, Volume 4, 1st Edition by DIT Gillesania (GERTC Review). Comment your suggestions or questions here. Thanks for watching! Subscribe now for more videos and click the bell icon for notifications. God bless! :) #SEC #CEBox #CivilEngineering #Engineering #ceboardexam #boardexam #prc #review #CivilEngineeringLicensureExam #structuralengineering #stem #engineeringlife #stemlife

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