Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 170
... inches . No masonry column shall have an unsupported length greater than 20 times its least dimension . EXCEPTION : The minimum column dimension may be reduced to not less than 8 inches , provided the design is based upon one - half the ...
... inches . No masonry column shall have an unsupported length greater than 20 times its least dimension . EXCEPTION : The minimum column dimension may be reduced to not less than 8 inches , provided the design is based upon one - half the ...
Page 309
... inches or less More than 8 inches but less than 24 inches 24 inches or more + 1⁄4 inch + % inch + 1⁄2 inch but the cover shall not be reduced by more than one ... half times the nominal bar diameter , nor 11⁄2 inches . See also Section 2603 ( ...
... inches or less More than 8 inches but less than 24 inches 24 inches or more + 1⁄4 inch + % inch + 1⁄2 inch but the cover shall not be reduced by more than one ... half times the nominal bar diameter , nor 11⁄2 inches . See also Section 2603 ( ...
Page 440
... inch , nor shall it be greater than two and one - fourth times the thickness of the weld . The ends of the slot ... half the thickness of the material but not less than inch . Built - up Members Sec . 2715. ( a ) Open Web Steel Joists ...
... inch , nor shall it be greater than two and one - fourth times the thickness of the weld . The ends of the slot ... half the thickness of the material but not less than inch . Built - up Members Sec . 2715. ( a ) Open Web Steel Joists ...
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