Uniform Building CodeInternational Conference of Building Officials, 1988 - Building laws |
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Page 228
... U.B.C. Standard No. 25-24 . GLUED BUILT - UP MEMBERS are structural elements , the sections of which are composed of built - up lumber , plywood or plywood in combination with lumber , all parts bonded together with adhesives . GRADE ...
... U.B.C. Standard No. 25-24 . GLUED BUILT - UP MEMBERS are structural elements , the sections of which are composed of built - up lumber , plywood or plywood in combination with lumber , all parts bonded together with adhesives . GRADE ...
Page 382
International Conference of Building Officials. U.B.C. Standard No. 26-6 , except that for wire with a specified yield strength f exceeding 60,000 psi , f , shall be the stress corresponding to a strain of 0.35 percent . Welded ...
International Conference of Building Officials. U.B.C. Standard No. 26-6 , except that for wire with a specified yield strength f exceeding 60,000 psi , f , shall be the stress corresponding to a strain of 0.35 percent . Welded ...
Page 618
... U.B.C. Standard No. 32-2 and shall be delivered in cartons indicating the name of the manufacturer , the flash point and the type of product . Bulk shipments shall be accompanied with the ... U.B.C. Standard 618 3208 UNIFORM BUILDING CODE.
... U.B.C. Standard No. 32-2 and shall be delivered in cartons indicating the name of the manufacturer , the flash point and the type of product . Bulk shipments shall be accompanied with the ... U.B.C. Standard 618 3208 UNIFORM BUILDING CODE.
Contents
Organization and Enforcement | 5 |
Part IIDefinitions and Abbreviations | 20 |
Requirements for Group A Occupancies | 50 |
Copyright | |
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accordance with Section applied approved axial load bars beam bending bolts building official Chapter column compression members compressive strength compressive stress concrete conform corridor dead load Decking diameter diaphragm Division doors edge exceed exit exterior walls factor fire fire-resistive rating flange floor forces Formula framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located masonry materials maximum metal minimum modulus of elasticity nails noncombustible occupant load openings panel particleboard percent permitted perpendicular plaster plywood portland cement pounds per square prestressed protected ratio requirements of Section resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab smoke detector space span specified in Section splices square feet square inches stairway steel studs surface Table tensile tension thickness Type U.B.C. Standard values vertical wallboard welds width wire wood yield strength