Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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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 . = allowable unit stress for extreme fiber in bending , adjusted for slenderness . = actual unit stress for extreme fiber in bending . Fallowable unit stress in compression parallel to grain . с ...
... unit stress for extreme fiber in bending . = allowable unit stress for extreme fiber in bending , adjusted for slenderness . = actual unit stress for extreme fiber in bending . Fallowable unit stress in compression parallel to grain . с ...
Page 573
... unit with two cells in wall thickness , cored 22 percent maximum . Unglazed Facing Tile , Nonload- ( Continued ) 4 ... unit cored 15 percent maximum and one 4 " unit cored 25 percent maximum with 3/4 " mortar filled collar joint . Unit ...
... unit with two cells in wall thickness , cored 22 percent maximum . Unglazed Facing Tile , Nonload- ( Continued ) 4 ... unit cored 15 percent maximum and one 4 " unit cored 25 percent maximum with 3/4 " mortar filled collar joint . Unit ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection 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 panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear 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 tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength