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Page 88
... Units Sec . 1208. An efficiency dwelling unit shall conform to the re- quirements of the code except as herein provided : 1. The unit shall have a living room of not less than 220 square feet of superficial floor area . An additional ...
... Units Sec . 1208. An efficiency dwelling unit shall conform to the re- quirements of the code except as herein provided : 1. The unit shall have a living room of not less than 220 square feet of superficial floor area . An additional ...
Page 157
International Conference of Building Officials. Hollow Unit Masonry Sec . 2411. ( a ) General . Hollow unit masonry is that type of construc- tion made with hollow masonry units in which the units are all laid and set in mortar . All units ...
International Conference of Building Officials. Hollow Unit Masonry Sec . 2411. ( a ) General . Hollow unit masonry is that type of construc- tion made with hollow masonry units in which the units are all laid and set in mortar . All units ...
Page 188
... unit stress for extreme fiber in bending . b F ' . = allowable unit stress for extreme fiber in bending , adjusted for b fo slenderness . = actual unit stress for extreme fiber in bending . F = allowable unit stress in compression ...
... unit stress for extreme fiber in bending . b F ' . = allowable unit stress for extreme fiber in bending , adjusted for b fo slenderness . = actual unit stress for extreme fiber in bending . F = allowable unit stress in compression ...
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