Structural Engineering & Construction Situation 13 (PH)

PAST BOARD EXAM PROBLEMS Structural Engineering & Construction Situation 13 A tied column 450mm square is reinforced with 8-28mmø equally distributed on its sides. The unsupported length of column is 2.6m and is prevented to sidesway due to shear walls. K = 1.0, f’c = 20.7 MPa and fy = 415 MPa. Use 40 mm covering measured from center of reinforcement with tie diameter of 12mm. Es = 200 GPa. 1. Determine the nominal load that the column could carry (4416.6 kN) 2. Determine the balanced load using concrete strain value of ɛc=0.003 and yield strain of steel ɛy=fy/Es. (1684 kN); and 3. Determine the balanced moment (482.64 kN-m). 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.youtube.com/channel/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