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Part IIDefinitions and Abbreviations
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accordance with Section applied approved assembly ASTM automatic sprinkler system bars beam bending bolts building official building or structure ceiling cement Chapter column comply compression members computed concrete conform corridor Decking diameter distance Division doors edge enclosure exceed exit exterior walls factor fire flange Formula framing gauge glazing grade Group grout gypsum height horizontal installed joints joists lath length less live load located masonry materials maximum metal minimum modulus of elasticity nails noncombustible occupant load openings panels particleboard percent permitted plaster plastic portland cement prestressing protected ratio requirements of Section resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing slab smoke detector space span specified in Section splices square feet square inches stairway Standard Specification steel stress studs surface Table tensile tensile stress tension thickness Type U.B.C. Standard unit vertical welds width wire wood wood shingles yield strength