Uniform Building Code |
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Page 367
... 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 design live load is on the adjacent panels only . In no case shall the design moments be taken ...
... 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 design live load is on the adjacent panels only . In no case shall the design moments be taken ...
Page 635
... Panels . Combinations of plastic glazing and plastic exterior wall panels shall be subject to the area , height , percentage and separation requirements applicable to the class of plastics as prescribed for wall panel installation . ( e ) ...
... Panels . Combinations of plastic glazing and plastic exterior wall panels shall be subject to the area , height , percentage and separation requirements applicable to the class of plastics as prescribed for wall panel installation . ( e ) ...
Page 636
... panels , grids or baffles made with approved plastics posi- tioned below independently mounted electrical light sources . Lenses , panels , grids and baffles which are part of an electrical fixture shall not be considered as a light ...
... panels , grids or baffles made with approved plastics posi- tioned below independently mounted electrical light sources . Lenses , panels , grids and baffles which are part of an electrical fixture shall not be considered as a light ...
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