Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 175
... taken as the ratio of its effective height h to the effective thickness t and shall not exceed the value computed by ... taken as the actual height of the wall . Where there is no lateral support at the top of a wall , its effective ...
... taken as the ratio of its effective height h to the effective thickness t and shall not exceed the value computed by ... taken as the actual height of the wall . Where there is no lateral support at the top of a wall , its effective ...
Page 176
... taken as its actual thickness . For cavity walls loaded on one wythe only , the effective thickness shall be taken as the actual thickness of the loaded wythe . For rectangular columns , the effective thickness shall be taken as its ac ...
... taken as its actual thickness . For cavity walls loaded on one wythe only , the effective thickness shall be taken as the actual thickness of the loaded wythe . For rectangular columns , the effective thickness shall be taken as its ac ...
Page 177
... taken as + 1.0 . ( iii ) Bending about both principal axes . Where walls and columns are subject to bending about both principal axes and e , b + et is equal to or less than bt / 20 , the eccentricity coefficient C , shall be taken as ...
... taken as + 1.0 . ( iii ) Bending about both principal axes . Where walls and columns are subject to bending about both principal axes and e , b + et is equal to or less than bt / 20 , the eccentricity coefficient C , shall be taken as ...
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