Uniform Building Code StandardsInternational Conference of Building Officials, 1991 - Building laws |
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Page 161
... Species for Faces and Backs . For purposes of this standard , veneer species are classified into the four groups given in Table No. 25-9 - A . The species of face and back plies may be from any group ; however , when a face or back is ...
... Species for Faces and Backs . For purposes of this standard , veneer species are classified into the four groups given in Table No. 25-9 - A . The species of face and back plies may be from any group ; however , when a face or back is ...
Page 165
... species group . Inner plies shall be not less than C grade . ( See Table No. 25-9 - E for veneer grade limitations ... Species shall be limited as follows and are applicable also to High Density overlaid exterior concrete form panels ...
... species group . Inner plies shall be not less than C grade . ( See Table No. 25-9 - E for veneer grade limitations ... Species shall be limited as follows and are applicable also to High Density overlaid exterior concrete form panels ...
Page 383
... species . Because evaluation of such treatment for all species and properties is considered prohibitive , testing of three species representative of a range of wood density and treating characteristics is recommended . A specific ...
... species . Because evaluation of such treatment for all species and properties is considered prohibitive , testing of three species representative of a range of wood density and treating characteristics is recommended . A specific ...
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