Uniform Building Code |
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Page 428
B. If measured maximum deflection a of a beam, floor or roof exceeds /,2/20,000/i
, deflection recovery within 24 hours after removal of the test load shall be at least
75 percent of the maximum deflection for nonprestressed concrete, or 80 ...
B. If measured maximum deflection a of a beam, floor or roof exceeds /,2/20,000/i
, deflection recovery within 24 hours after removal of the test load shall be at least
75 percent of the maximum deflection for nonprestressed concrete, or 80 ...
Page 474
The connectors required on each side of the point of maximum moment in an
area of positive bending may be uniformly distributed between that joint and
adjacent points of zero moment except that N2 , the number of shear connectors
...
The connectors required on each side of the point of maximum moment in an
area of positive bending may be uniformly distributed between that joint and
adjacent points of zero moment except that N2 , the number of shear connectors
...
Page 679
When an approved automatic sprinkler system is provided throughout the
building, the maximum percentage area of plastic panels in the exterior wall and
the maximum square feet of any individual panel may be increased SO percent
above ...
When an approved automatic sprinkler system is provided throughout the
building, the maximum percentage area of plastic panels in the exterior wall and
the maximum square feet of any individual panel may be increased SO percent
above ...
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Contents
Effective Use of the Uniform Building Code | 19 |
Part IIDefinitions and Abbreviations | 41 |
Requirements for Group A Occupancies SEC 601 Group A Occupancies Defined | 65 |
Copyright | |
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Common terms and phrases
accordance with Section applied approved assembly automatic sprinkler system bars beam bending bolts building official building or structure ceiling Chapter column compression members compressive strength computed concrete dead load diameter distance Division doors edge exceed exit exterior walls factor fire fire-resistive construction flange flexural members foot Formula framing gauge girders grade Group grout gypsum height horizontal inches installed joints joists lath least length less live load located longitudinal masonry materials maximum metal minimum nails noncombustible occupant load one-hour fire-resistive openings panels percent permitted plastic plate plywood portland cement prestressing protected ratio resist roof rooms shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel structure studs surface Table tensile tensile stress tension tests thickness Type U.B.C. Standard unit vertical welds width wire wood wood shingles yield strength