id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
alkej-130	Al-Sherrawi, Mohannad H. M.; Fadhil, Ghaidak Ahmed	تأثير المقويات على تخلف القص في الأعتاب الصندوقية الحديدية	2012	14	.pdf	application/pdf	4027	222	68	Zhibin Lin and Jian Zhao (2010) used an energy- based variation analysis to evaluate the AASHTO provisions for effective flange width. 2.1. Number of Stiffeners Maximum Top Flange Stress Effective Flange Width Beam Length Percentage Beam Length Percentage 0.1 L 0.2 L 0.3 L 0.4 L 0.5 L 0.1 L 0.2 L 0.3 L 0.4 L 0.5 L 4 797 1022 1220 1361 1411 72 115 126 129 130 8 784 1005 1202 1339 1389 73 113 125 129 130 15 781 999 1195 1335 1385 73 113 125 128 129 Table (4) shows the maximum top flange stresses and effective flange widths according to type of loading.	cache/alkej-130.pdf	txt/alkej-130.txt