Uniform Building Code |
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Page 327
... 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 the span length of the beam , and its ...
... 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 the span length of the beam , and its ...
Page 355
... slab section shall be perpendicular to the plane of the slab . The section shall cross each shearhead arm three - quarters of the distance , l , - ( c , / 2 ) , from the column face to the end of the shearhead , and it shall be so ...
... slab section shall be perpendicular to the plane of the slab . The section shall cross each shearhead arm three - quarters of the distance , l , - ( c , / 2 ) , from the column face to the end of the shearhead , and it shall be so ...
Page 366
... slab , whichever is greater , but not greater than four times the slab thickness . 6. The slab may be supported on walls , columns , or beams . No portion of a column capital shall be considered for structural purposes which lies ...
... slab , whichever is greater , but not greater than four times the slab thickness . 6. The slab may be supported on walls , columns , or beams . No portion of a column capital shall be considered for structural purposes which lies ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength