This report covers the full-scale testing of a 32-foot, 4/12 slope, hip-roof system. The program was a cooperative investigation between the Small Homes Council-Building Research Council, University of Illinois at Urbana-Champaign, and GBH-Way Homes, Inc. of Walnut, Illinois. Full-scale testing is generally accepted as a means of determining deflection characteristics for nail-glued truss designs because the graphical methods of analysis are unreliable in calculating stresses for this type of rigid connection. The combined stresses, due to secondary bending caused by the extreme rigidity of the nail-glued joint, are not considered in graphical methods of analysis. The objectives of this program included load tests on a full-scale hip-roof...
This report details an experimental investigation on three full-scale, cold-formed steel roofing sys...
This report presents the results of investigations of a type of lightweight nailed W truss, the desi...
In order to obtain information of ultimate capacity and destructive characteristics of a roof truss,...
This report covers the full-scale testing of a 32-foot, 4/12 slope, hip-roof system. The program was...
This report covers the testing of a 28'-0", 4/12 slope roof truss design using 1 1/2-inch lumber wit...
This report covers the testing of a 32', 4/ 12 slope roof truss design using 1 1/2 inch lumber with ...
This report deals with loading tests on trussed roofs and several conventional roof constructions. T...
The Housing Standards 1963, now Supplement No. 5 to the National Building Code of Canada, require th...
With the ever-increasing concern over energy costs, home owners are demanding fully-insulated struct...
The purpose of these additional tests was twofold: to attempt to establish criteria by which unconve...
This paper presents a method of computing the deflections of simple "W" trusses and Howe trusses, th...
This report is the fifth of a series of DBR Internal Reports describing the results of loading tests...
In this paper, the strength and stiffness of different roof structures has been investigated, in ord...
Laboratory studies are being carried out to determine the performance of various roof constructions ...
Two roof structures representing vintage unreinforced masonry (URM) building components were subject...
This report details an experimental investigation on three full-scale, cold-formed steel roofing sys...
This report presents the results of investigations of a type of lightweight nailed W truss, the desi...
In order to obtain information of ultimate capacity and destructive characteristics of a roof truss,...
This report covers the full-scale testing of a 32-foot, 4/12 slope, hip-roof system. The program was...
This report covers the testing of a 28'-0", 4/12 slope roof truss design using 1 1/2-inch lumber wit...
This report covers the testing of a 32', 4/ 12 slope roof truss design using 1 1/2 inch lumber with ...
This report deals with loading tests on trussed roofs and several conventional roof constructions. T...
The Housing Standards 1963, now Supplement No. 5 to the National Building Code of Canada, require th...
With the ever-increasing concern over energy costs, home owners are demanding fully-insulated struct...
The purpose of these additional tests was twofold: to attempt to establish criteria by which unconve...
This paper presents a method of computing the deflections of simple "W" trusses and Howe trusses, th...
This report is the fifth of a series of DBR Internal Reports describing the results of loading tests...
In this paper, the strength and stiffness of different roof structures has been investigated, in ord...
Laboratory studies are being carried out to determine the performance of various roof constructions ...
Two roof structures representing vintage unreinforced masonry (URM) building components were subject...
This report details an experimental investigation on three full-scale, cold-formed steel roofing sys...
This report presents the results of investigations of a type of lightweight nailed W truss, the desi...
In order to obtain information of ultimate capacity and destructive characteristics of a roof truss,...