Uniform Building Code |
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Page 26
... structure which are nonstruc- tural and do not adversely affect any structural member or any part of the building or structure having required fire resistance may be made with the same materials of which the building or structure is ...
... structure which are nonstruc- tural and do not adversely affect any structural member or any part of the building or structure having required fire resistance may be made with the same materials of which the building or structure is ...
Page 130
... structure or portion of structure under consideration as given in Table No. 23 - H . Wind stagnation pressure at the standard height of 30 feet as set forth in Table No. 23 - F . | = Importance factor as set forth in Section 2311 ( h ) ...
... structure or portion of structure under consideration as given in Table No. 23 - H . Wind stagnation pressure at the standard height of 30 feet as set forth in Table No. 23 - F . | = Importance factor as set forth in Section 2311 ( h ) ...
Page 724
... structure . AIR - SUPPORTED STRUCTURE is a building wherein the shape of the structure is attained by air pressure and occupants of the structure are within the elevated pressure area . Air - supported structures are of two basic types ...
... structure . AIR - SUPPORTED STRUCTURE is a building wherein the shape of the structure is attained by air pressure and occupants of the structure are within the elevated pressure area . Air - supported structures are of two basic types ...
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