Uniform Building Code |
From inside the book
Results 1-3 of 55
Page 187
... lumber , plywood or plywood in combina- tion with lumber , all parts bonded together with adhesives . GRADE ( Lumber ) , the classification of lumber in regard to strength and utility in accordance with the grading rules of an approved ...
... lumber , plywood or plywood in combina- tion with lumber , all parts bonded together with adhesives . GRADE ( Lumber ) , the classification of lumber in regard to strength and utility in accordance with the grading rules of an approved ...
Page 254
... lumber is manufactured at a maximum moisture content of 15 percent and used in a condition where the moisture content does not exceed 15 percent , the design values shown in Table No. 25 - A - 1 for surfaced dry and surfaced green may ...
... lumber is manufactured at a maximum moisture content of 15 percent and used in a condition where the moisture content does not exceed 15 percent , the design values shown in Table No. 25 - A - 1 for surfaced dry and surfaced green may ...
Page 256
... Lumber Manufacturers Association , Inc. ) . " Tabulated tension parallel to grain values for species 5 inches and wider , 2 inches to 4 inches thick ( and 21⁄2 inches to 4 inches thick ) size classi- fications apply to 5 inches and 6 ...
... Lumber Manufacturers Association , Inc. ) . " Tabulated tension parallel to grain values for species 5 inches and wider , 2 inches to 4 inches thick ( and 21⁄2 inches to 4 inches thick ) size classi- fications apply to 5 inches and 6 ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
86 other sections not shown
Other editions - View all
Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength