@article{(Open Science Index):https://publications.waset.org/pdf/9830,
	  title     = {Establishing a New Simple Formula for Buckling Length Factor (K) of Rigid Frames Columns},
	  author    = {Ehab Hasan Ahmed Hasan Ali},
	  country	= {},
	  institution	= {},
	  abstract     = {The calculation of buckling length factor (K) for steel
frames columns is a major and governing processes to determine the
dimensions steel frame columns cross sections during design. The
buckling length of steel frames columns has a direct effect on the cost
(weight) of using cross section. A new formula is required to
determine buckling length factor (K) by simplified way. In this
research a new formula for buckling length factor (K) was established
to determine by accurate method for a limited interval of columns
ends rigidity (GA, GB). The new formula can be used ease to
evaluate the buckling length factor without needing to complicated
equations or difficult charts.},
	    journal   = {International Journal of Civil and Environmental Engineering},
	  volume    = {6},
	  number    = {1},
	  year      = {2012},
	  pages     = {42 - 52},
	  ee        = {https://publications.waset.org/pdf/9830},
	  url   	= {https://publications.waset.org/vol/61},
	  bibsource = {https://publications.waset.org/},
	  issn  	= {eISSN: 1307-6892},
	  publisher = {World Academy of Science, Engineering and Technology},
	  index 	= {Open Science Index 61, 2012},