Journal of Engineering Research
Abstract
increasing the value of ( ) H / ho anddecreasing the value of ( ) w w t / h .On theother hand, the influence of ( ) 4 w h / b hasnoticed effect on the value of bC especiallyin big opening. The studies extended toinvestigate the non-compact sections tocompare the values of bC in the case ofcompact and non-compact sections withthe predicted design codes. It is found that,the values of b C in short spans have lowervalues than the predicted design codes.Hence, simplified empirical Equationsof bC are proposed for compact and noncompactsection based on the best fit of thevalues of FE.
Recommended Citation
ELAGAMEY,, AZA
(2018)
"The moment-gradient factor in lateral– torsional buckling of castellated steel beams under mid-span concentrated load,"
Journal of Engineering Research: Vol. 2:
Iss.
2, Article 3.
Available at:
https://digitalcommons.aaru.edu.jo/erjeng/vol2/iss2/3