Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 362
... panels shall be rectangular with the ratio of the longer to shorter spans within a panel not greater than 2.0 . The successive span lengths in each direction shall not differ by more than one - third of the longer span . Columns may be ...
... panels shall be rectangular with the ratio of the longer to shorter spans within a panel not greater than 2.0 . The successive span lengths in each direction shall not differ by more than one - third of the longer span . Columns may be ...
Page 367
... panel may be assumed to occur when three - fourths of the full design live load is on the panel and on alternate panels ; and maximum negative moment in the slab at a support may be assumed to occur when three - fourths of the full ...
... panel may be assumed to occur when three - fourths of the full design live load is on the panel and on alternate panels ; and maximum negative moment in the slab at a support may be assumed to occur when three - fourths of the full ...
Page 371
... panels shall be anchored to all floors and roofs as specified in Sec- tion 2310 . For structural purposes , the panel thickness may be determined by the following provisions when panels are designed to span horizontally to col- umns or ...
... panels shall be anchored to all floors and roofs as specified in Sec- tion 2310 . For structural purposes , the panel thickness may be determined by the following provisions when panels are designed to span horizontally to col- umns or ...
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