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Page 301
... apply to northern and southern red oak . " Red pine values apply to red pine grown in the United States . For fastener design , use northern pine design values . " The form factor of Section 2504 ( c ) 7 for bending members of circular ...
... apply to northern and southern red oak . " Red pine values apply to red pine grown in the United States . For fastener design , use northern pine design values . " The form factor of Section 2504 ( c ) 7 for bending members of circular ...
Page 417
... apply to prestressed concrete . The following provisions of this code shall not apply to prestressed concrete , except as specifically noted : Sections 2608 ( e ) , 2608 ( k ) 2 through 2608 ( k ) 4 , 2608 ( 1 ) ; 2610 ( d ) 2 and 3 ...
... apply to prestressed concrete . The following provisions of this code shall not apply to prestressed concrete , except as specifically noted : Sections 2608 ( e ) , 2608 ( k ) 2 through 2608 ( k ) 4 , 2608 ( 1 ) ; 2610 ( d ) 2 and 3 ...
Page 547
... apply to every exit door serving an area having an occupant load of 10 or more , or serving hazardous rooms or areas , except that Subsections ( c ) , ( h ) and ( i ) shall apply to all exit doors regardless of occupant load . Buildings ...
... apply to every exit door serving an area having an occupant load of 10 or more , or serving hazardous rooms or areas , except that Subsections ( c ) , ( h ) and ( i ) shall apply to all exit doors regardless of occupant load . Buildings ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section applied approved bars beam bending bolts building official building or structure ceiling Chapter column compression members computed concrete dead load Decking diameter distance Division 1 Occupancies doors exceed exit exterior walls extreme fiber factor fire-resistive construction fire-resistive rating flange Formula framing gauge girders grade grain Group grout gypsum gypsum plaster height horizontal installed joints joists laminations length less live load located masonry materials maximum minimum modulus of elasticity nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels permitted perpendicular plastic plywood portland cement pounds per square prestressing protected ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel studs surface Table tensile stress tension tests thickness Type U.B.C. Standard units at least values vertical welds width wire wood yield strength