Uniform Building CodeInternational Conference of Building Officials, 1988 - Building laws |
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Page 210
... diameters . C. Inside diameter of bend for No. 4 or smaller stirrups and ties shall be not less than 4 bar diameters . Inside diameter of bend for No. 5 or larger stirrups and ties shall be not less than given in Table No. 24 - F . D ...
... diameters . C. Inside diameter of bend for No. 4 or smaller stirrups and ties shall be not less than 4 bar diameters . Inside diameter of bend for No. 5 or larger stirrups and ties shall be not less than given in Table No. 24 - F . D ...
Page 398
... diameter or width of capital is two times that of the column . I. Spirals shall be held firmly in place and true to line by vertical spacers . J. For spiral bar or wire smaller than 5 / 8 - inch - diameter , a minimum of two spacers ...
... diameter or width of capital is two times that of the column . I. Spirals shall be held firmly in place and true to line by vertical spacers . J. For spiral bar or wire smaller than 5 / 8 - inch - diameter , a minimum of two spacers ...
Page 549
... diameter of the pinhole shall be not more than 1/32 inch greater than the diameter of the pin . For steels having a yield stress greater than 70 ksi , the diameter of the pinhole shall not exceed five times the plate thickness . In pin ...
... diameter of the pinhole shall be not more than 1/32 inch greater than the diameter of the pin . For steels having a yield stress greater than 70 ksi , the diameter of the pinhole shall not exceed five times the plate thickness . In pin ...
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