AASHTO HB-17 DIVISION I SEC 14

Division I Design - Bearings - Errata 01/2003

contributor author	AASHTO - American Association of State Highway and Transportation Officials
date accessioned	2017-09-04T18:10:52Z
date available	2017-09-04T18:10:52Z
date copyright	01/01/2002
date issued	2002
identifier other	GYJVCBAAAAAAAAAA.pdf
identifier uri	https://yse.yabesh.ir/std/handle/yse/193909
description abstract	This section contains requirements for the design and selection of structural bearings. The selection and layout of the bearings shall be consistent with the proper functioning of the bridge, and shall allow for deformations due to temperature and other time dependent causes. The loads induced in the bearings and structural members depend on the stiffnesses of the individual elements and the tolerances achieved during fabrication and erection. These influences shall be taken into account when calculating design loads for the elements. Units used in this section shall be taken as KIP, IN, RAD, °F and Shore Hardness, unless noted.
language	English
title	AASHTO HB-17 DIVISION I SEC 14	num
title	Division I Design - Bearings - Errata 01/2003	en
type	standard
page	18
status	Active
tree	AASHTO - American Association of State Highway and Transportation Officials:;2002
contenttype	fulltext