Uniform Building Code StandardsInternational Conference of Building Officials, 1991 - Building laws |
From inside the book
Results 1-3 of 17
Page 157
... Adhesive performance requirements are provided in Section 25.907 . Intermediate glue ( IMG ) type — Plywood of this type is bonded with adhesives that possess high - level bacteria , mold and moisture resistance . It is plywood suitable ...
... Adhesive performance requirements are provided in Section 25.907 . Intermediate glue ( IMG ) type — Plywood of this type is bonded with adhesives that possess high - level bacteria , mold and moisture resistance . It is plywood suitable ...
Page 167
... adhesive possessing a high degree of resistance to attack by bacteria and mold organisms . Adhesives , in order to ... adhesive qualification and is not applicable to inspection and testing , as covered in Section 25.912 . ( f ) ...
... adhesive possessing a high degree of resistance to attack by bacteria and mold organisms . Adhesives , in order to ... adhesive qualification and is not applicable to inspection and testing , as covered in Section 25.912 . ( f ) ...
Page 318
... adhesive manufacturer ) . Movement of the members shall be prevented until the adhesive develops sufficient handling strength as recommended by the adhesive manufac- turer . In any case , it shall be the responsibility of the fabricator ...
... adhesive manufacturer ) . Movement of the members shall be prevented until the adhesive develops sufficient handling strength as recommended by the adhesive manufac- turer . In any case , it shall be the responsibility of the fabricator ...
Contents
CHAPTER | 1 |
Outside Sprinklers for Protection Against Exposure Fires 1355 | 13 |
CHAPTER | 29 |
Copyright | |
22 other sections not shown
Common terms and phrases
allowable load allowable stress applied average axis beam bolts bracing brick buckling BUILDING CODE STANDARD building official cement column compression elements compression members compressive strength concentrated load concrete conform connections cross section deflection design values determined diameter dimensions distance edge effective exceed factor fasteners fiber fillet welds flange flexural girders grade grain groove welds grout holes joints joists knot less limited live load longitudinal lumber material maximum metal connector plate minimum modulus of elasticity moisture content moment of inertia mortar nominal panel parallel percent permitted piece plane plywood pounds per square prism radius of gyration ratio requirements sample shear stress spacing span specified splice square inch steel stiffeners structural surface Table tensile tensile stress tension test specimens thickness transverse trusses Type U.B.C. Standard unbraced length Uniform Building Code veneer wide face width wire wood yield strength yield stress