Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 125
... greater . Walls shall be designed to resist bending between anchors where the anchor spacing exceeds 4 feet . Re- quired anchors in masonry walls of hollow units or cavity walls shall be embedded in a reinforced grouted structural ...
... greater . Walls shall be designed to resist bending between anchors where the anchor spacing exceeds 4 feet . Re- quired anchors in masonry walls of hollow units or cavity walls shall be embedded in a reinforced grouted structural ...
Page 432
... greater than 85 percent of the gross area . ( c ) Angles . The gross width of angles shall be the sum of the widths of the legs less the thickness . The gauge for holes in opposite legs shall be the sum of the gauges from back of angles ...
... greater than 85 percent of the gross area . ( c ) Angles . The gross width of angles shall be the sum of the widths of the legs less the thickness . The gauge for holes in opposite legs shall be the sum of the gauges from back of angles ...
Page 476
... greater than 24 inches but less than 36 inches , wire shall be not smaller than No. 4 gauge . For piles having a diameter greater than 36 inches , wire shall be not smaller than 1⁄4 inch round or No. 3 gauge . 3. Allowable stresses ...
... greater than 24 inches but less than 36 inches , wire shall be not smaller than No. 4 gauge . For piles having a diameter greater than 36 inches , wire shall be not smaller than 1⁄4 inch round or No. 3 gauge . 3. Allowable stresses ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength