Uniform Building Code |
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Page 136
... Lateral deflections or drift of a story relative to its adjacent stories shall not exceed 0.005 times the story height unless it can be demonstrated that greater drift can be tolerated . The displacement calculated from the application ...
... Lateral deflections or drift of a story relative to its adjacent stories shall not exceed 0.005 times the story height unless it can be demonstrated that greater drift can be tolerated . The displacement calculated from the application ...
Page 196
... lateral displacement , and the ends at points of bearing have lateral support to prevent rotation , the unsupported length / , may be taken as zero . When lateral support is provided to prevent rotation at the points of end bearing but ...
... lateral displacement , and the ends at points of bearing have lateral support to prevent rotation , the unsupported length / , may be taken as zero . When lateral support is provided to prevent rotation at the points of end bearing but ...
Page 349
... lateral support provided by the corner of a tie with an included angle of not more than 135 degrees and a bar shall be not farther than 6 inches clear on each side along the tie from such a laterally supported bar . Where longitudinal ...
... lateral support provided by the corner of a tie with an included angle of not more than 135 degrees and a bar shall be not farther than 6 inches clear on each side along the tie from such a laterally supported bar . Where longitudinal ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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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