Structural Engineering & Construction Situation 5 Part 1 (PH) скачать в хорошем качестве

Structural Engineering & Construction Situation 5 Part 1 (PH)

PAST BOARD EXAM PROBLEMS Structural Engineering & Construction Situation 5 The floor framing plan of a reinforced concrete structure is shown in the figure. The columns are 400x400mm and the beams are 320mm wide with h=350mm. The section at supports for beam IJKL is also shown in the figure. Assume f’c=28 MPa and fy=415 MPa. The NSCP coefficients for continuous beams and slabs are given in Table 406.5.2. 1. Calculate the nominal moment strength of the beam? (247.5 kN-m); 2. Calculate the maximum factored uniform load wu that can be supported by the beam IJKL (71 kN/m); and 3. If h=500mm, calculate the nominal moment strength of the beam? (404 kN-m). Credits: 1. Intro Template:    • (FREE) 2D Square Intro (60 fps - No Text) ...   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:    / @ninja35ful   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