Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 296
... materials act together in resisting forces . REINFORCEMENT . Material that conforms to Section 2603 ( f ) , ex- cluding prestressing steel unless specifically included . SEGMENTAL MEMBER . A structural member made up of individual ...
... materials act together in resisting forces . REINFORCEMENT . Material that conforms to Section 2603 ( f ) , ex- cluding prestressing steel unless specifically included . SEGMENTAL MEMBER . A structural member made up of individual ...
Page 484
... Materials . Materials shall conform to the standards listed in Chapter 60 . 2. Identification . All material shall be delivered in packages bearing the manufacturer's label or identifying mark . Each package of prepared roofing and ...
... Materials . Materials shall conform to the standards listed in Chapter 60 . 2. Identification . All material shall be delivered in packages bearing the manufacturer's label or identifying mark . Each package of prepared roofing and ...
Page 554
... Materials Sec . 4302. ( a ) General . Materials and systems used for fire - resistive purposes shall be limited to those specified in this chapter unless accepted under the procedure given in Section 4302 ( b ) and shall conform to the ...
... Materials Sec . 4302. ( a ) General . Materials and systems used for fire - resistive purposes shall be limited to those specified in this chapter unless accepted under the procedure given in Section 4302 ( b ) and shall conform to the ...
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