Uniform Building Code Standards |
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Page 346
Part V - Light Metal Plate Connected Wood Truss Design Based on Design
Specification for Light Metal Plate Connected Wood Trusses , TPI - 68 of the
Truss Plate Institute Scope Sec . 25 . 1733 . This standard shall cover
requirements for the ...
Part V - Light Metal Plate Connected Wood Truss Design Based on Design
Specification for Light Metal Plate Connected Wood Trusses , TPI - 68 of the
Truss Plate Institute Scope Sec . 25 . 1733 . This standard shall cover
requirements for the ...
Page 599
( a ) Capping Plates . Neat cement caps and high - strength gypsum plaster caps
shall be formed against a glass plate at least 14 inch thick , a machined metal
plate at least 1 inch thick , or a polished plate of granite or diabase at least 3
inches ...
( a ) Capping Plates . Neat cement caps and high - strength gypsum plaster caps
shall be formed against a glass plate at least 14 inch thick , a machined metal
plate at least 1 inch thick , or a polished plate of granite or diabase at least 3
inches ...
Page 807
perpendicular to grain induced in the bottom face of the footing plate shall not
exced one - third the allowable unit shear stress for the footing plate . Use of
plywood strips to reinforce the lumber footing plate is acceptable . Thickness and
width ...
perpendicular to grain induced in the bottom face of the footing plate shall not
exced one - third the allowable unit shear stress for the footing plate . Use of
plywood strips to reinforce the lumber footing plate is acceptable . Thickness and
width ...
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Uniform Building Code Standards International Conference of Building Officials No preview available - 1979 |
Common terms and phrases
accordance aggregate allowable applied assembly average beam bending bolt cement characteristics checks coating combination compression compression stress concrete conform connections construction containing Continued covers cross depth determined diameter dimensions direction distance door edge effective element end joints equal exceed face feet Figure fire flange foot grade grain greater Group holes inches joists knots laminations least length less light limited load located lumber manufacturer material maximum measured medium method moisture nominal panel parallel percent period permitted piece pine pitch placed plate plywood pounds pressure procedures requirements sample Section shear sheet shown side slope sound spaced specified square steel stiffeners strength stress structural surface Table temperature tension test specimens thickness Type U.B.C. Standard Uniform Building Code unit values weight welds wide width wire wood Zone
Bibliographic information
| Title | Uniform Building Code Standards |
| Author | International Conference of Building Officials |
| Publisher | International Conference of Building Officials, 1985 |
| Original from | the University of California |
| Digitized | 13 Aug 2008 |
| Length | 1258 pages |
| Export Citation | BiBTeX EndNote RefMan |