High Efficiency Factory EN14399-3 and 7 System HR Structural nuts to New Zealand Importers
Short Description:
EN14399-3 and 7 System HV Structural nuts for High-Strength Structural bolting Dimension Standard: EN14399-3 and 7 Metric Size: M12-M36 Material Grade: ISO 898-2 class 8, 10 Finish: Plain, Black Oxide, Zinc Plated, Hot Dipped Galvanized, etc. Packing: Bulk about 25 kgs each carton, 36 cartons each pallet Advantage: High Quality, Competitive Price, Timely Delivery,Technical Support, Supply Test Reports Please feel free to contact us for more details.
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High Efficiency Factory EN14399-3 and 7 System HR Structural nuts to New Zealand Importers Detail:
EN14399-3 and 7 System HV Structural nuts for High-Strength Structural bolting
Dimension Standard: EN14399-3 and 7
Metric Size: M12-M36
Material Grade: ISO 898-2 class 8, 10
Finish: Plain, Black Oxide, Zinc Plated, Hot Dipped Galvanized, etc.
Packing: Bulk about 25 kgs each carton, 36 cartons each pallet
Advantage: High Quality, Competitive Price, Timely Delivery,Technical Support, Supply Test Reports
Please feel free to contact us for more details.
Product detail pictures:
Being supported by an advanced and specialist IT team, we could give technical support on pre-sales & after-sales services for High Efficiency Factory EN14399-3 and 7 System HR Structural nuts to New Zealand Importers, The product will supply to all over the world, such as: Kuala Lumpur, Belgium, Bolivia, We focus on providing service for our clients as a key element in strengthening our long-term relationships. Our continual availability of high grade products in combination with our excellent pre-sale and after-sales service ensures strong competitiveness in an increasingly globalized market.
Multi-story light-frame structures are often built atop concrete podiums. In areas of high seismicity the overturning restraint system used to secure shear walls in these buildings can produce very high tension demands on the concrete anchorage components of these systems; in fact, full-scale shake table testing has measured forces in excess of 100 kips. While the loads can be high, podium slabs tend to be fairly shallow (14” or less), and the design resistance calculated according to code provisions often isn’t enough (ACI 318-14). While anchor reinforcement detailing is addressed in ACI 318-14, the form it would need to take in slab situations is not addressed, and there are design limitations as well. Recognizing this, a small group of practicing engineers, funded by a SEAONC Special Projects Initiative and supported by Simpson Strong-Tie, began an ambitious investigation into how to provide detailing (anchor reinforcing) that increases the breakout resistance of concrete anchors in podium slabs. After their initial investigation was complete, Simpson Strong-Tie continued with the investigation to consider additional factors beyond the scope of the original testing. This presentation reviews the testing and results obtained, including advanced numerical simulations that provide more insight into the effectiveness of anchor reinforcing.
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