Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 191
... Beam Span . For simple beams , the span shall be taken as the distance from face to face of supports , plus one ... beam is continuous . ( b ) Flexure . 1. Circular cross section . A beam of circular cross section may be assumed to have ...
... Beam Span . For simple beams , the span shall be taken as the distance from face to face of supports , plus one ... beam is continuous . ( b ) Flexure . 1. Circular cross section . A beam of circular cross section may be assumed to have ...
Page 200
... beam , inches . depth of beam , inches . b = breadth of beam , inches . EFFECTIVE LENGTH OF GLUED - LAMINATED BEAMS TYPE OF BEAM SPAN AND NATURE OF LOAD VALUE OF EFFECTIVE LENGTH , " e'1 Single span beam , load concentrated at center ...
... beam , inches . depth of beam , inches . b = breadth of beam , inches . EFFECTIVE LENGTH OF GLUED - LAMINATED BEAMS TYPE OF BEAM SPAN AND NATURE OF LOAD VALUE OF EFFECTIVE LENGTH , " e'1 Single span beam , load concentrated at center ...
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