The Housing Standards 1963, now Supplement No. 5 to the National Building Code of Canada, require that hip and valley rafters be 2 in. deeper that the corresponding common rafters and that, in addition, ridge support be provided in the hip or valley section where a tie cannot be made between opposite rafter ends. Calculations were made to check the adequacy of this requirement.Peer reviewed: NoNRC publication: Ye
This report covers the testing of a 28'-0", 4/12 slope roof truss design using 1 1/2-inch lumber wit...
In this paper, the strength and stiffness of different roof structures has been investigated, in ord...
Two roof structures representing vintage unreinforced masonry (URM) building components were subject...
This report covers the full-scale testing of a 32-foot, 4/12 slope, hip-roof system. The program was...
The purpose of these additional tests was twofold: to attempt to establish criteria by which unconve...
This report deals with loading tests on trussed roofs and several conventional roof constructions. T...
Earlier loading tests on single roof frames had shown that many conventional rafter-and-joist frames...
Investigations are now being directed to the improvement of the structural aspects of conventional r...
The structural performance of conventional joist-and-rafter and trussed roof frames was studied by f...
This report presents the results of investigations of a type of lightweight nailed W truss, the desi...
In this paper, the strength and stiffness of different roof structures has been investigated, in ord...
With the ever-increasing concern over energy costs, home owners are demanding fully-insulated struct...
This report is the fifth of a series of DBR Internal Reports describing the results of loading tests...
Laboratory studies are being carried out to determine the performance of various roof constructions ...
New materials and construction methods introduced in the post-WW II period brought about a need to e...
This report covers the testing of a 28'-0", 4/12 slope roof truss design using 1 1/2-inch lumber wit...
In this paper, the strength and stiffness of different roof structures has been investigated, in ord...
Two roof structures representing vintage unreinforced masonry (URM) building components were subject...
This report covers the full-scale testing of a 32-foot, 4/12 slope, hip-roof system. The program was...
The purpose of these additional tests was twofold: to attempt to establish criteria by which unconve...
This report deals with loading tests on trussed roofs and several conventional roof constructions. T...
Earlier loading tests on single roof frames had shown that many conventional rafter-and-joist frames...
Investigations are now being directed to the improvement of the structural aspects of conventional r...
The structural performance of conventional joist-and-rafter and trussed roof frames was studied by f...
This report presents the results of investigations of a type of lightweight nailed W truss, the desi...
In this paper, the strength and stiffness of different roof structures has been investigated, in ord...
With the ever-increasing concern over energy costs, home owners are demanding fully-insulated struct...
This report is the fifth of a series of DBR Internal Reports describing the results of loading tests...
Laboratory studies are being carried out to determine the performance of various roof constructions ...
New materials and construction methods introduced in the post-WW II period brought about a need to e...
This report covers the testing of a 28'-0", 4/12 slope roof truss design using 1 1/2-inch lumber wit...
In this paper, the strength and stiffness of different roof structures has been investigated, in ord...
Two roof structures representing vintage unreinforced masonry (URM) building components were subject...