Uniform Building Code |
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Page 52
... specified in Section 505 may be tripled in one - story buildings and doubled in buildings of more than one story if the building is provided with an approved automatic fire - extinguishing system throughout . The area increases ...
... specified in Section 505 may be tripled in one - story buildings and doubled in buildings of more than one story if the building is provided with an approved automatic fire - extinguishing system throughout . The area increases ...
Page 98
... Section 2103 ( a ) . Roof coverings shall be fire retardant as specified in Section 3203 ( e ) . See Section 104 ( f ) for repairs . ( b ) Alterations . No building of Type II , One - hour or II - N construction in excess of 1000 square ...
... Section 2103 ( a ) . Roof coverings shall be fire retardant as specified in Section 3203 ( e ) . See Section 104 ( f ) for repairs . ( b ) Alterations . No building of Type II , One - hour or II - N construction in excess of 1000 square ...
Page 355
... section is adequate to resist the shear force at- tributed to that arm of the shearhead . The ratio a , between the ... specified in Section 2611 ( 1 ) 5 . 7. The shearhead may be assumed to contribute a resisting moment M , to each ...
... section is adequate to resist the shear force at- tributed to that arm of the shearhead . The ratio a , between the ... specified in Section 2611 ( 1 ) 5 . 7. The shearhead may be assumed to contribute a resisting moment M , to each ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved bars beam bending bolts Building Official building or structure ceiling Code column compression compression members concrete conform dead load diameter diaphragms Division 1 Occupancies enclosure exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural floor area frame gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum MODULUS OF ELASTICITY mortar nails noncombustible occupant load one-hour fire-resistive openings panel partitions percent permitted plaster plastic plywood portland cement pounds per square prestressing protected reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section square feet square inch stairway steel strength studs surface Table tension tests thickness tion U.B.C. Standard values ventilation vertical water closet welds width wire wood yield strength