PDPT Series Fasteners - Tension Loads
in Lightweight Concrete over Metal Deck
- The fasteners shall not be driven until the concrete has reached the designated compressive strength. Minimum concrete thickness is three times the fastener embedment into the concrete.
- The allowable tension and shear values are for the fastener only. Connected members must be investigated separately in accordance with accepted design criteria.
- Metal deck must be minimum 20 gauge.
- Shear values are for loads applied toward edge of flute.
- The fasteners shall be installed 1 1/2 inches from the edge of flute.
PDPT
click on the link above for more information on these fasteners
PDPT Series Fasteners - Shear Loads
in Lightweight Concrete over Metal Deck
- The fasteners shall not be driven until the concrete has reached the designated compressive strength. Minimum concrete thickness is three times the fastener embedment into the concrete.
- The allowable tension and shear values are for the fastener only. Connected members must be investigated separately in accordance with accepted design criteria.
- Metal deck must be minimum 20 gauge.
- Shear values are for loads applied toward edge of flute.
- The fasteners shall be installed 1 1/2 inches from the edge of flute.
