id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
ap-1049	Římal, J.; Šindler, D.	Comparison of Temperature Loadings of Bridge Girders	2008	7	.pdf	application/pdf	2808	122	51	Using reference temperature t f �10 °C (tem- perature when the bridge girder was placed on the bearings), the uniform temperature components are as follows: �t t tmax max� � � � � � �0 40 10 30 °C �t t tmin min� � � � � � �0 1: Tmax � �37 °C � � �Te, max 45 °C Tmin � �24 °C � � �Te, min 24 °C Using reference temperature T0 10� °C (the temperature when the bridge girder was placed on the bearings) the uni- form temperature components are as follows: T T TN pos e, , max� � � � � � �0 45 10 35 °C T T TN neg e, , min� � � � � � �0 20 10 30 °C Components with temperature differences: Because a composite bridge girder is not a simple struc- ture with acceptable details, it is necessary to apply a non- linear temperature gradient.	cache/ap-1049.pdf	txt/ap-1049.txt