Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 191
... beam hav- ing the same cross - sectional area . If a circular beam is tapered , it shall be considered a beam of variable cross section . 2. Notching . If possible , notching of beams should be avoided . For a beam notched at or near ...
... beam hav- ing the same cross - sectional area . If a circular beam is tapered , it shall be considered a beam of variable cross section . 2. Notching . If possible , notching of beams should be avoided . For a beam notched at or near ...
Page 201
... beams . When the depth of a rectangular beam is 12 inches or greater , the allowable unit stress in bending F ... beams or beams cantilevered over a support , determine the size factor assuming the members to be equivalent to simply ...
... beams . When the depth of a rectangular beam is 12 inches or greater , the allowable unit stress in bending F ... beams or beams cantilevered over a support , determine the size factor assuming the members to be equivalent to simply ...
Page 320
... beams . In T - beam construction , the slab and beam shall be built integrally or otherwise effectively bonded together . 1. The effective flange width to be used in the design of symmetrical T- beams shall not exceed one - fourth of ...
... beams . In T - beam construction , the slab and beam shall be built integrally or otherwise effectively bonded together . 1. The effective flange width to be used in the design of symmetrical T- beams shall not exceed one - fourth of ...
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