RSH.nails.8d - 8d size

The following models are available:

RSH.nails.8d.6p12.001a | Roof Sheathing with 8d nails @ 6/12 in

Suggested Block Size: 1 EA


Rosowsky, D., and S. Schiff. 1996. Probabilistic Modeling of Roof Sheathing Uplift Capacity. Probabilistic Mechanics and Structural Reliability.
Li, Y., and B. R. Ellingwood. 2006. Hurricane damage to residential construction in the US: Importance of uncertainty modeling in risk assessment. Engineering Structures, 28 (7): 1009–1018. https://doi.org/10.1016/j.engstruct.2005.11.005

RSH.nails.8d.6p12.001b | Roof Sheathing with 8d nails @ 6/12 in

Suggested Block Size: 1 EA


Unnikrishnan, V. U., and M. Barbato. 2017. Multihazard Interaction Effects on the Performance of Low-Rise Wood-Frame Housing in Hurricane-Prone Regions. Journal of Structural Engineering, 143 (8): 04017076. American Society of Civil Engineers. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001797.

RSH.nails.8d.6p12.001c | Roof Sheathing with 8d nails @ 6/12 in

Suggested Block Size: 1 EA


Vickery, P. J., P. F. Skerlj, J. Lin, L. A. Twisdale, M. A. Young, and F. M. Lavelle. 2006. HAZUS-MH Hurricane Model Methodology. II: Damage and Loss Estimation. Nat. Hazards Rev., 7 (2): 94–103. https://doi.org/10.1061/(ASCE)1527-6988(2006)7:2(94).

RSH.nails.8d.6p12.002a | Roof Sheathing with 8d common nails (2.5" length) @ 6/12 in

Suggested Block Size: 1 EA


Datin, P. L., D. O. Prevatt, and W. Pang. 2011. Wind-Uplift Capacity of Residential Wood Roof-Sheathing Panels Retrofitted with Insulating Foam Adhesive. J. Archit. Eng., 17 (4): 144–154. https://doi.org/10.1061/(ASCE)AE.1943-5568.0000034.

RSH.nails.8d.6p12.002b | Roof Sheathing with 8d common nails (2.5" length) @ 6/12 in

Suggested Block Size: 1 EA


Rosowsky, D. V., and N. Cheng. 1999. Reliability of Light-Frame Roofs in High-Wind Regions. I: Wind Loads. Journal of Structural Engineering, 125 (7): 725–733. American Society of Civil Engineers. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:7(725).
Lee, K. H., and D. V. Rosowsky. 2005. Fragility assessment for roof sheathing failure in high wind regions. Engineering Structures, 27 (6): 857–868. https://doi.org/10.1016/j.engstruct.2004.12.017.
Park, S., J. W. Van De Lindt, and Y. Li. 2014. ABV Procedure Combined with Mechanistic Response Modeling for Roof- and Surge-Loss Estimation in Hurricanes. J. Perform. Constr. Facil., 28 (2): 206–215. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000397.

RSH.nails.8d.6p12.002c | Roof Sheathing with 8d common nails (2.5" length) @ 6/12 in

Suggested Block Size: 1 EA


Rosowsky, D. V., and N. Cheng. 1999. Reliability of Light-Frame Roofs in High-Wind Regions. I: Wind Loads. Journal of Structural Engineering, 125 (7): 725–733. American Society of Civil Engineers. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:7(725).
Lee, K. H., and D. V. Rosowsky. 2005. Fragility assessment for roof sheathing failure in high wind regions. Engineering Structures, 27 (6): 857–868. https://doi.org/10.1016/j.engstruct.2004.12.017.
Park, S., J. W. Van De Lindt, and Y. Li. 2014. ABV Procedure Combined with Mechanistic Response Modeling for Roof- and Surge-Loss Estimation in Hurricanes. J. Perform. Constr. Facil., 28 (2): 206–215. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000397.

RSH.nails.8d.6p12.003 | Roof Sheathing with 8d ring shank nails (2.5 in length) @ 6/12 in

Suggested Block Size: 1 EA


Datin, P. L., D. O. Prevatt, and W. Pang. 2011. Wind-Uplift Capacity of Residential Wood Roof-Sheathing Panels Retrofitted with Insulating Foam Adhesive. J. Archit. Eng., 17 (4): 144–154. https://doi.org/10.1061/(ASCE)AE.1943-5568.0000034.

RSH.nails.8d.6p6.001 | Roof Sheathing with 8d nails @ 6/6 in

Suggested Block Size: 1 EA


Vickery, P. J., P. F. Skerlj, J. Lin, L. A. Twisdale, M. A. Young, and F. M. Lavelle. 2006. HAZUS-MH Hurricane Model Methodology. II: Damage and Loss Estimation. Nat. Hazards Rev., 7 (2): 94–103. https://doi.org/10.1061/(ASCE)1527-6988(2006)7:2(94).

RSH.nails.8d.6p6.002 | Roof Sheathing with 8d common nails (2.5 in length) @ 6/6 in

Suggested Block Size: 1 EA


Datin, P. L., D. O. Prevatt, and W. Pang. 2011. Wind-Uplift Capacity of Residential Wood Roof-Sheathing Panels Retrofitted with Insulating Foam Adhesive. J. Archit. Eng., 17 (4): 144–154. https://doi.org/10.1061/(ASCE)AE.1943-5568.0000034.

RSH.nails.8d.6p6.003 | Roof Sheathing with 8d ring shank nails (2.5 in length) @ 6/6 in

Suggested Block Size: 1 EA


Datin, P. L., D. O. Prevatt, and W. Pang. 2011. Wind-Uplift Capacity of Residential Wood Roof-Sheathing Panels Retrofitted with Insulating Foam Adhesive. J. Archit. Eng., 17 (4): 144–154. https://doi.org/10.1061/(ASCE)AE.1943-5568.0000034.

RSH.nails.8d.6p8.001 | Roof Sheathing with 8d common nails (2.5 in length) @ 6/8 in

Suggested Block Size: 1 EA


Datin, P. L., D. O. Prevatt, and W. Pang. 2011. Wind-Uplift Capacity of Residential Wood Roof-Sheathing Panels Retrofitted with Insulating Foam Adhesive. J. Archit. Eng., 17 (4): 144–154. https://doi.org/10.1061/(ASCE)AE.1943-5568.0000034.

RSH.nails.8d.6p8.002 | Roof Sheathing with 8d ring shank nails (2.5 in length) @ 6/8 in

Suggested Block Size: 1 EA


Datin, P. L., D. O. Prevatt, and W. Pang. 2011. Wind-Uplift Capacity of Residential Wood Roof-Sheathing Panels Retrofitted with Insulating Foam Adhesive. J. Archit. Eng., 17 (4): 144–154. https://doi.org/10.1061/(ASCE)AE.1943-5568.0000034.