Uniform Building Code |
From inside the book
Results 1-3 of 76
Page 256
... apply to 5 - inch and 6 - inch widths only . " Repetitive member design values for extreme fiber in bending for southern pine grades of Dense Structural 86 , 72 and 65 apply to 2 - inch to 4 - inch thicknesses only . " When 2 - inch- to ...
... apply to 5 - inch and 6 - inch widths only . " Repetitive member design values for extreme fiber in bending for southern pine grades of Dense Structural 86 , 72 and 65 apply to 2 - inch to 4 - inch thicknesses only . " When 2 - inch- to ...
Page 343
... apply . tc car- ( d ) Lightweight Concrete Shear and Torsion Stresses . The provisions of this chapter for nominal shear stress v , and nominal torsion stress v ried by the concrete apply to normal weight concrete . When lightweight ag ...
... apply . tc car- ( d ) Lightweight Concrete Shear and Torsion Stresses . The provisions of this chapter for nominal shear stress v , and nominal torsion stress v ried by the concrete apply to normal weight concrete . When lightweight ag ...
Page 379
... apply to prestressed concrete unless specifically noted : Sections 2608 ( f ) , 2608 ( h ) , 2610 ( d ) 2 and 3 , 2610 ( f ) , 2610 ( j ) 1 and Sections 2613 and 2614. In addition , the provisions of Sec- tion 2608 ( g ) 1 , 2 and 3 do ...
... apply to prestressed concrete unless specifically noted : Sections 2608 ( f ) , 2608 ( h ) , 2610 ( d ) 2 and 3 , 2610 ( f ) , 2610 ( j ) 1 and Sections 2613 and 2614. In addition , the provisions of Sec- tion 2608 ( g ) 1 , 2 and 3 do ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
86 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 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