Uniform Building Code |
From inside the book
Results 1-3 of 79
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 . d = depth of beam , inches . b = breadth of beam , inches . EFFECTIVE LENGTH OF GLUED - LAMINATED BEAMS VALUE OF EFFECTIVE TYPE OF BEAM SPAN AND NATURE OF LOAD LENGTH , " e " Single span beam , load concentrated at ...
... beam , inches . d = depth of beam , inches . b = breadth of beam , inches . EFFECTIVE LENGTH OF GLUED - LAMINATED BEAMS VALUE OF EFFECTIVE TYPE OF BEAM SPAN AND NATURE OF LOAD LENGTH , " e " Single span beam , load concentrated at ...
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
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
86 other sections not shown
Other editions - View all
Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height 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 panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural 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 stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength