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1926.752(a) Approval to Begin Steel Erection
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The concrete in the footings, piers and walls and the mortar in the masonry piers and walls has attained, on the basis of an appropriate ASTM standard test method of field-cured samples, either 75 percent of the intended minimum compressive design strength or sufficient strength to support the loads imposed during steel erection.
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1926.752(a) Steel Erection, Approval to Begin Steel Erection
Before authorizing the commencement of steel erection, the controlling contractor shall ensure that the steel erector is provided with the following ...
OSHA 1926 Construction > R Steel Erection > 1926.752 Site Layout, Site-Specific Erection Plan and Construction Sequence > 1926.752(a) Approval to Begin Steel Erection
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of bolted diagonal erection bridging shall be installed near the third points of the steel joist ...
OSHA 1926 Construction > R Steel Erection > 1926.757 Open Web Steel Joists > 1926.757(d) Erection Bridging
Subpart R Steel Erection, App E - Training: Non-Mandatory Guidelines for Complying With 1926.761
The training requirements of § 1926.761 will be deemed to have been met if employees have completed a training course on steel erection, including ...
OSHA 1926 Construction > R Steel Erection > R App E - Training: Non-Mandatory Guidelines for Complying With 1926.761