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Allowable Tension & Shear Loads (Non-Seismic) in
Uncracked Sand-Lightweight Concrete over Metal Deck
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Information on this page has been updated since the printing of the 2007 Anchor Systems Catalog (C-SAS-2007).
To view the specific changes made to this page in detail, visit Product Information Updates. |
- Loads are for single anchors with no reductions for edge or spacing distances and are derived per ICC-ES AC193 Section 6.4.3. For all other cases, calculate loads according to ICC-ES AC193, Section 6.4.3.
- Concrete compressive strength shall be 3,000 psi minimum.
- Loads are for anchors installed through the lower flute of metal decking and spaced along the length of the flute a distance equal to the greater of 3hef or 1.5 x flute width. See Figure A, Installation in Concrete over Metal Deck.
- Loads are for Condition B (supplementary reinforcement in accordance with ACI 318 D.4.4 is not provided).
