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[PDF] G121 - 2016 Guidelines to Design for Constructability - American

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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

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Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration

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Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration

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Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration

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Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration

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Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration

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Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration

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Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration

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Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration

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Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration

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Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration

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Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration

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Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration

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Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration

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Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration

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Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration

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Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration

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Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration

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Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration

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Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration

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Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration

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Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration

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Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration

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Copyright © 2016 by the AASHTO/NSBA Steel Bridge Collaboration

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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

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