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// CODE SNIPPET

1926.756(c)(1) Double Connections at Columns and/or at Beam Webs Over a Column

OSHA 1926 Construction > R Steel Erection > 1926.756 Beams and Columns > 1926.756(c)(1) Double Connections at Columns and/or at Beam Webs Over a Column
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When two structural members on opposite sides of a column web, or a beam web over a column, are connected sharing common connection holes, at least one bolt with its wrench-tight nut shall remain connected to the first member unless a shop-attached or field-attached seat or equivalent connection device is supplied with the member to secure the first member and prevent the column from being displaced (See Appendix H to this subpart for examples of equivalent connection devices).

Related Code Sections


1926.756(c)(1) Steel Erection, Double Connections at Columns and/or at Beam Webs Over a Column
When two structural members on opposite sides of a column web, or a beam web over a column, are connected sharing common connection holes, at least ...
OSHA 1926 Construction > R Steel Erection > 1926.756 Beams and Columns > 1926.756(c)(1) Double Connections at Columns and/or at Beam Webs Over a Column
1926.756(d) Steel Erection, Column Splices
Each column splice shall be designed to resist a minimum eccentric gravity load of 300 pounds (136.2 kg) located 18 inches (.46 m) from the extreme ...
OSHA 1926 Construction > R Steel Erection > 1926.756 Beams and Columns > 1926.756(d) Column Splices
1926.756(e) Steel Erection, Perimeter Columns
Perimeter columns shall not be erected unless: The ...
OSHA 1926 Construction > R Steel Erection > 1926.756 Beams and Columns > 1926.756(e) Perimeter Columns
Subpart R Steel Erection, App H - Double Connections: Illustration of a Clipped End Connection and a Staggered Connection: Non-Mandatory Guidelines for Complying With §1926.756(C)(1)
incoming members in the final connection. The extra hole in the column web allows the erector to maintain at least a one bolt connection at all times ...
OSHA 1926 Construction > R Steel Erection > R App H - Double Connections: Illustration of a Clipped End Connection and a Staggered Connection: Non-Mandatory Guidelines for Complying With §1926.756(C)(1)
1926.757(a) Steel Erection, General
web structural steel members, a steel joist shall be field-bolted at the column to provide lateral stability to the column during erection. For ...
OSHA 1926 Construction > R Steel Erection > 1926.757 Open Web Steel Joists > 1926.757(a) General
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