Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 138
... ceiling framing or its supporting structure . ' Where Appendix Chapter 51 has been adopted , see reference standard cited therein for additional design requirements . The impact factors included are for cranes with steel wheels riding ...
... ceiling framing or its supporting structure . ' Where Appendix Chapter 51 has been adopted , see reference standard cited therein for additional design requirements . The impact factors included are for cranes with steel wheels riding ...
Page 212
... load - bearing and for exterior wall studs and 10 feet for interior nonload - bearing studs . When used in bearing walls , Utility studs shall support not more than a roof and ceiling load . 3. Spacing . Studs supporting floors shall be ...
... load - bearing and for exterior wall studs and 10 feet for interior nonload - bearing studs . When used in bearing walls , Utility studs shall support not more than a roof and ceiling load . 3. Spacing . Studs supporting floors shall be ...
Page 215
... Roof and Ceiling Framing . 1. General . The framing details re- quired in this subsection apply to roofs having a minimum slope of 3:12 or greater . When the roof slope is less than 3:12 members supporting rafters and ceiling joists ...
... Roof and Ceiling Framing . 1. General . The framing details re- quired in this subsection apply to roofs having a minimum slope of 3:12 or greater . When the roof slope is less than 3:12 members supporting rafters and ceiling joists ...
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 STRESSES applied approved axial bars beam bending bolts building official building or structure ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER flange flexural footnotes Formula framing girders grade Group grout gypsum height inches on center installed joints joists 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 Parallel to Grain partitions percent permitted plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural Selected Decking shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch stairway steel strength studs Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength