[PDF] g12 2017
[PDF] g12 2017 pdf
[PDF] g12 bis
[PDF] g12 impot 2017
[PDF] g12 impot algerie 2016
[PDF] g12 impot algerie 2017
[PDF] g50 2017
[PDF] g50 algerie excel
[PDF] g50 algerie xls
[PDF] g50 bis 2017
[PDF] g50 bis pdf
[PDF] g50 comptabilité
[PDF] gabarit dépliant 3 volets indesign
[PDF] gabarit enveloppe plu paris
[PDF] gabarit pochette ? rabat
G12.1-2016
Guidelines to Design for Constructability
American Association of State Highway Transportation Officials
National Steel Bridge Alliance
AASHTO/NSBA Steel Bridge Collaboration
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
G 12.12016 GUIDELINES TO DESIGN FOR CONSTRUCTABILITY 43
Figure 3.4
3.5 - CLOSED BOX DIAPHRAGM MINIMUM
ACCESS HOLE SIZE
dictates a smaller size. In which case the minimum encouraged for rescue purposes in case of an emergency during fabrication, erection, or future inspection and maintenance activities. Access openings at both ends should be shown on the design.
3.6 - STIFFENER DETAIL NEAR BOTTOM
FLANGE OF TUB GIRDERS C3.6
Acceptable details at the end of stiffeners near the bottom flange of box girders to allow for the welding of the bottom flange to web are shown in
Figure 3.6.A or Figure 3.6.B, both of which are
preferred. Figure 3.6.C would be used only where connection plates from the stiffener to the tension flange are necessary, but is not a recommended detail. Figure 3.6.D is preferred when the fabricator welds the bottom flange to the webs prior to attaching the stiffeners. Typically, webs are joined to top flanges and transverse stiffeners installed, and then these assemblies are attached to the common bottom flange. In order to weld the web to the bottom flange continuously inside the box, details must allow the welding head to clear the bottom of the stiffener unless the fabricator prefers to run the stiffener to the flanges.
See discussion on connection attachment to
tension flanges in Section 2.1.2.2. Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration
All rights reserved.
quotesdbs_dbs1.pdfusesText_1