id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
ap-712	Alkin, C.; Imrak, C. E.; Kocabas, H.	Solid Modeling and Finite Element Analysis of an Overhead Crane Bridge	2005	7	.pdf	application/pdf	3881	193	67	. Hoisting Velocity : VH � 2.7 m/min Total duration of use : U4 Load spectrum class : Q3 Appliance group : A5 Loading type : H (main load) Dynamic coefficient : � � 1.15 Amplifying coefficient : �c � 1.11 Table 1: Bridge property values dynamic coefficient, and the two most unfavourable horizon- tal effects, excluding the buffer forces. In this study, the calculations apply the F. E. M. rules and DIN standards, which are used for box girder crane bridges.	cache/ap-712.pdf	txt/ap-712.txt