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Page 173
... specified in Section 306 to insure that the construction and workmanship requirements of this subsection and chapter are satisfied . In determining the stresses in brick masonry , the effects of all dead and live loads shall be taken ...
... specified in Section 306 to insure that the construction and workmanship requirements of this subsection and chapter are satisfied . In determining the stresses in brick masonry , the effects of all dead and live loads shall be taken ...
Page 207
... specified in Section 2518 unless a specific design is furnished . ( e ) Floor Framing . Wood - joisted floors shall be framed and con- structed and anchored to supporting wood stud or masonry walls as specified in Chapter 23 . ( f ) ...
... specified in Section 2518 unless a specific design is furnished . ( e ) Floor Framing . Wood - joisted floors shall be framed and con- structed and anchored to supporting wood stud or masonry walls as specified in Chapter 23 . ( f ) ...
Page 393
... specified yield strength of nonprestressed reinforcement , psi . = specified yield strength of hoop reinforcement , psi . h = largest core dimension of rectangular tied column , inches . P. = maximum design axial load on a column during ...
... specified yield strength of nonprestressed reinforcement , psi . = specified yield strength of hoop reinforcement , psi . h = largest core dimension of rectangular tied column , inches . P. = maximum design axial load on a column during ...
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