Performance of Steel Products Coated with Zinc and Zinc Alloys in Pressure Treated Wood Experiments on Rotational Restraint of Sheathing Steel vs. Wood Long-Term Thermal Performance Comparison Valparaiso Demonstration Homes A Guide To Fire & Acoustic Data For Steel Floor, Floor, Wall & Roof Assemblies Estimating the Response of Cold-Formed Steel Frame Shear Walls The Strength of Stiffened CFS Floor Joist Assemblies with Offset Loading Hybrid Wood and Steel Details–Builder’s Guide Prescriptive Method for Connecting Cold-Formed Steel Framing to Insulating Concrete Form Walls in Residential Construction Development of Cost-Effective, Energy Efficient Steel Framing: Structural Performance of Slit-Web Steel Wall Studs Development of Cost-Effective, Energy Efficient Steel Framing: Thermal Performance of Slit-Web Steel Wall Studs Galvanized Steel Framing for Residential Buildings Cold-Formed Steel Gable End Wall Design Using the Prescriptive Method for One and Two Family Dwellings Cold-Formed Steel Walls with Fiberboard Sheathing – Shear Wall Testing Experimental Evaluation of the Strength and Behaviour of 16- and 18-Gauge Cold Formed Steel Top Track Systems Performance of Cold-Formed Steel-Framed Shear Walls: Alternative Configurations Key Seismic Design Parameters: Steel and Wood Light-Frame Shear Walls Strength of CFS Floor Assemblies with Clip Angle Bearing Stiffeners Residential Hip Roof Framing Using Cold-Formed Steel Members Steel vs. Wood Framing Long-Term Thermal Performance Comparison Beaufort, SC Demonstration Homes Corrosion of Galvanized Fasteners used in Cold-Formed Steel Framing Residential Steel Beam and Column Tables Monotonic Tests of Cold-Formed Steel Shear Walls With Openings Fire Resistance Ratings of Load Bearing Steel Stud Walls With Gypsum Wallboard Protection Cold-Formed Steel Back-To-Back Header Assembly Tests Shear Wall Values for Light Weight Steel Framing Additional Shear Wall Values for Light Weight Steel Framing Monotonic and Cyclic Tests of Long Steel –Frame Shear Walls with Openings Effect of Anchorage and Sheathing Configuration on the Cyclic Response of Long Steel-Frame Shear Walls