Uniform Building Code |
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Page 25
... procedures set forth in the Dangerous Buildings Code or such alternate procedures as may have been or may be adopted by this jurisdiction . As an alternative , the building offi- cial , or other employee or official of this jurisdiction ...
... procedures set forth in the Dangerous Buildings Code or such alternate procedures as may have been or may be adopted by this jurisdiction . As an alternative , the building offi- cial , or other employee or official of this jurisdiction ...
Page 298
... procedure in conformity with U.B.C. Standard No. 26-8 . The sup- plementary specification requirements shall be ... procedures are based on a carbon equivalent exceeding 0.75 percent . 3. Bar and rod mats for concrete reinforcement ...
... procedure in conformity with U.B.C. Standard No. 26-8 . The sup- plementary specification requirements shall be ... procedures are based on a carbon equivalent exceeding 0.75 percent . 3. Bar and rod mats for concrete reinforcement ...
Page 299
... procedure in conformity with U.B.C. Standard No. 26-8 . The sup- plementary specification requirements shall be ... procedures are based on a carbon equivalent exceeding 0.75 percent . 3. Bar and rod mats for concrete reinforcement ...
... procedure in conformity with U.B.C. Standard No. 26-8 . The sup- plementary specification requirements shall be ... procedures are based on a carbon equivalent exceeding 0.75 percent . 3. Bar and rod mats for concrete reinforcement ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
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 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