Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
From inside the book
Results 1-3 of 92
Page 132
... Lateral deflections or drift of a story relative to its adjacent stories shall not exceed 0.005 times the story height unless it can be demonstrated that greater drift can be tolerated . The displacement calculated from the application ...
... Lateral deflections or drift of a story relative to its adjacent stories shall not exceed 0.005 times the story height unless it can be demonstrated that greater drift can be tolerated . The displacement calculated from the application ...
Page 314
... lateral ties at least No. 3 in diameter for longitudinal bars smaller than No. 11 bars and at least No. 4 in diameter ties shall be provided for No. 11 or larger bars or bun- dled longitudinal bars . In Seismic Zone No. 0 or 1 , lateral ...
... lateral ties at least No. 3 in diameter for longitudinal bars smaller than No. 11 bars and at least No. 4 in diameter ties shall be provided for No. 11 or larger bars or bun- dled longitudinal bars . In Seismic Zone No. 0 or 1 , lateral ...
Page 471
... Lateral Bearing . Construction employing posts or poles as columns embedded in earth or embedded in concrete footings in the earth may be used to resist both axial and lateral loads . The depth to resist lateral loads shall be ...
... Lateral Bearing . Construction employing posts or poles as columns embedded in earth or embedded in concrete footings in the earth may be used to resist both axial and lateral loads . The depth to resist lateral loads shall be ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
78 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 building or structure ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER flange flexural footnotes Formula framing girders grade Group grout gypsum height inches on center installed joints joists 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 Parallel to Grain partitions percent permitted plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural Selected Decking shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch stairway steel strength studs Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength