Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 210
... supports with 20d or larger common nails . When the supports are 4 feet on center or less , alternate laminations shall be toenailed to alternate supports ; when supports are spaced more than 4 feet on center , alternate laminations ...
... supports with 20d or larger common nails . When the supports are 4 feet on center or less , alternate laminations shall be toenailed to alternate supports ; when supports are spaced more than 4 feet on center , alternate laminations ...
Page 319
... supports for ( a ) slabs with spans not exceeding 10 feet , and ( b ) beams and girders where ratio of sum of column ... supports for members built integrally with their supports Where the support is a spandrel beam or girder / 24wl2 ...
... supports for ( a ) slabs with spans not exceeding 10 feet , and ( b ) beams and girders where ratio of sum of column ... supports for members built integrally with their supports Where the support is a spandrel beam or girder / 24wl2 ...
Page 362
... supports varies , 1 , shall be taken as the average of the transverse spans . When the span adjacent and parallel to ... supports shall be treated as square supports having the same area . 3. Negative and positive design moments . The ...
... supports varies , 1 , shall be taken as the average of the transverse spans . When the span adjacent and parallel to ... supports shall be treated as square supports having the same area . 3. Negative and positive design moments . The ...
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