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Page 154
... U.B.C. Standard No. 24-4 or No. 24-5 when used for bearing walls or piers or when in con- tact with ground or exposed to the weather ; or equal to the requirements set forth in U.B.C. Standard No. 24-6 when used for nonbearing purposes ...
... U.B.C. Standard No. 24-4 or No. 24-5 when used for bearing walls or piers or when in con- tact with ground or exposed to the weather ; or equal to the requirements set forth in U.B.C. Standard No. 24-6 when used for nonbearing purposes ...
Page 194
... U.B.C. Standard No. 25-9 . Approved fire - retardant treated wood shall be dried , following treat- ment , to a ... U.B.C. Standard No. 25-24 . GLUED BUILT - UP MEMBERS are structural elements , the sections of which are composed of ...
... U.B.C. Standard No. 25-9 . Approved fire - retardant treated wood shall be dried , following treat- ment , to a ... U.B.C. Standard No. 25-24 . GLUED BUILT - UP MEMBERS are structural elements , the sections of which are composed of ...
Page 304
International Conference of Building Officials. requirements and minimum elongation of the appropriate Standard prescribed above . 2. Reinforcement to be welded shall be ... U.B.C. Standard No. 27-1 , Grades A 304 2603 UNIFORM BUILDING CODE.
International Conference of Building Officials. requirements and minimum elongation of the appropriate Standard prescribed above . 2. Reinforcement to be welded shall be ... U.B.C. Standard No. 27-1 , Grades A 304 2603 UNIFORM BUILDING CODE.
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength