RSH.nails.6d - 6d size
The following models are available:
RSH.nails.6d.6p12.001 | Roof Sheathing with 6d 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.6d.6p12.002 | Roof Sheathing with 6d common nails (2.375" 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.6d.6p12.003a | Roof Sheathing with 6d common nails (2" 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.6d.6p12.003b | Roof Sheathing with 6d common nails (2" length) @ 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.
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.
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
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.6d.6p12.003c | Roof Sheathing with 6d common nails (2" 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.6d.6p6.001 | Roof Sheathing with 6d common nails (2" 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.