Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 172
... ratio of unsupported height to thickness or the ratio of unsupported length to thickness ( one or the other but not both ) for solid masonry walls or bearing partitions shall not exceed 20 , and shall not exceed 18 for walls of hollow ...
... ratio of unsupported height to thickness or the ratio of unsupported length to thickness ( one or the other but not both ) for solid masonry walls or bearing partitions shall not exceed 20 , and shall not exceed 18 for walls of hollow ...
Page 301
... ratio ( or minimum cement con- tent ) for the concrete to be used in the structure shall be that shown by the curve to produce the average strength indicated in Section 2604 ( c ) 2 unless a lower water - cement ratio or higher strength ...
... ratio ( or minimum cement con- tent ) for the concrete to be used in the structure shall be that shown by the curve to produce the average strength indicated in Section 2604 ( c ) 2 unless a lower water - cement ratio or higher strength ...
Page 441
... ratio // r of either shape , between the fasteners , does not exceed the governing slenderness ratio of the built - up member . The least radius of gyration r shall be used in computing the slenderness ratio of each component part ...
... ratio // r of either shape , between the fasteners , does not exceed the governing slenderness ratio of the built - up member . The least radius of gyration r shall be used in computing the slenderness ratio of each component part ...
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