9th progress report
I. SCOPE OF THIS REPORT 1. A stress investigation has been made at the load points of beam E-18-14-88a for spans of 6 and 12 ft. with center load and for spans of 12 ft. with quarter point loading. 2. A similar investigation has been made on beam E-18-12-816a.
Civil, Architectural and Environmental Engineering
American Iron and Steel Institute
Wei-Wen Yu Center for Cold-Formed Steel Structures
Report - Technical
Cornell University School of Civil Engineering, "Cornell University School of Civil Engineering Tests on light beams of cold-formed steel" (1940). Center for Cold-Formed Steel Structures Library. 4.