id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
ap-750	Zanic, V.; Prebeg, P.	Primary Response Assessment Method for Concept Design of Monotonous Thin-Walled Structures	2005	8	.pdf	application/pdf	5836	218	65	The shear stress distribution can be calculated more ac- curately along the element (similar to the bending case) from the known element average stress �xs ke( )2 , the direction of shear stress flow, local element contribution �2( )s and its average �2 ke using expression � � � �xs e xs ke kes s ( ) ( ) ( ) ( ) 2 2 2 2� � � . If necessary, it is possible to calculate shear stress distribution �xs e s( ) more accurately, from the mean stress �xs ke obtained from FEM, and the contribution to each element calculated analyt- ically � �� � � �xs e u xs ke u u ke us s( ) ( ) ( )� � �1 1 u � y or z from expres- sion (for symmetrical section): � ��xs	cache/ap-750.pdf	txt/ap-750.txt