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Single-Plate Shear Connection Design to Meet Structural …
where d is the bolt diameter. With strength seen as a function of bolt diameter, Table 1 shows the solution of Equation 25 for four different bolt di-ameters used in the conventional confi guration single-plate shear connection. Table 1. Design Shear Strength as a Function of Bolt Diameter Bolt diameter, d (in.) Design shear strength, ϕV n w 1 ...
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Overview and Design Examples - American Institute …
www.aisc.orgCaution must be exercised when relying upon other specifications and codes developed by other bodies ... subsequent to the printing of this edition. The American Institute of Steel Construction bears no ... state to account for the loss of area due to the holes in girder flanges subject to tension. 2 – Page 5: removed the bullets and ...
Anchor Rods - AISC Home
www.aisc.orgSpecifying hooked anchor rods for axial loads Because a hook can straighten and pull out, hooked rods should not be used for axial loads. Exceptions include using them to pre-vent overturning caused by erection loads or collisions during erection. Use anchor rods that are headed or
Code of Standard Practice for Steel Buildings and …
www.aisc.org360 (the AISC Specification for Structural Steel Buildings). A similar and ... American National Standards Institute. Architect. The entity that is professionally qualified and duly licensed to perform ... Code of Standard Practice for Steel Buildings and Bridges, April 14, 2010 AMERICAN INSTITUTE OF STEEL CONSTRUCTION . .
AISC Certification Program for Structural Steel Erectors
www.aisc.orgAISC Certification Program for Structural Steel ErectorsStandard for Structural Steel Erectors2013 A MERICAN INSTITUTE OF STEEL C ONSTRUCTION iii PrEfACE This Preface is not a part of AISC 206-13, AISC Certification Program for Structural Steel Erectors—Standard for Structural
A p p l i c a ti o n D o c u m e n t S u b m i tta l fo r ...
www.aisc.orgA p p l i c a ti o n D o c u m e n t S u b m i tta l fo r A I S C C e r ti fi c a ti o n - F a b r i c a to r s a n d Ma n u fa c tu r e r s This document submittal checklist applies to Building Fabricators, Bridge Fabricators, Hydraulic Fabricators and Metal Component Manufacturers. ...
A p p l i c a ti o n D o c u m e n t S u b m i tta l fo r ...
www.aisc.orgA p p l i c a ti o n D o c u m e n t S u b m i tta l fo r A I S C C e r ti fi c a ti o n - E r e c to r s Please submit the following through electronic media.
Specification for Structural Steel Buildings
www.aisc.orgPREFACE 16.1-v Specification for Structural Steel Buildings, July 7, 2016 AMERICAN INSTITUTE OF STEEL CONSTRUCTION The Committee honors former members, David L. McKenzie, Richard C. Kaehler and Keith Landwehr, and advisory member, Fernando Frias, who passed away during this cycle.
Keeping Fillet Welding in CHECK - AISC Home
www.aisc.orgKeeping Fillet Welding in CHECK A couple of common questions (and answers) on checking fillet weld designs. ... which is likely based on a fillet weld size that has been rounded up to the nearest 1/16th of an inch or is based on a minimum ... Minimum Weld Strength > Minimum Material Tensile Strength—Overmatching Filler Metal.
steelwise - AISC Home
www.aisc.orgsteelwise Using fillet welds instead of CJP groove welds. Erik anders nelson is the owner of structures Workshop, inc., in ... easily determine the required fillet weld size on each side of the element instead of specifying a CJP groove weld. Surprisingly,
Steel Box Girder Bridges-Design Guides and Methods
www.aisc.orgSteel Box Girder Bridges—Design Guides & Methods CONRAD P. HEINS IN MEMORIAM CONRAD P. HEINS September 13, 1937 December 24, 1982 During the past decade, there has been extensive use of …
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