Uniform Building Code, Volume 1International Conference of Building Officials, 1997 - Building laws |
From inside the book
Results 1-3 of 55
Page 1-158
... spans in combination with full roof live loads on adjacent spans and on alternate spans . EXCEPTION : Alternate span loading need not be considered where the uniform roof live load is 20 psf ( 0.96 kN / m2 ) or more or where load ...
... spans in combination with full roof live loads on adjacent spans and on alternate spans . EXCEPTION : Alternate span loading need not be considered where the uniform roof live load is 20 psf ( 0.96 kN / m2 ) or more or where load ...
Page 1-215
... SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS1,2 SHEATHING GRADES FLOOR4 ROOF3 Maximum Span ( inches ) x 25.4 for mm Load5 ( pounds per square foot ) × 0.0479 for kN / m2 Maximum Span ( inches ) Panel Span Rating Panel Thickness ...
... SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS1,2 SHEATHING GRADES FLOOR4 ROOF3 Maximum Span ( inches ) x 25.4 for mm Load5 ( pounds per square foot ) × 0.0479 for kN / m2 Maximum Span ( inches ) Panel Span Rating Panel Thickness ...
Page 1-216
... Span rating4 ' Spans limited to value shown because of possible effects of concentrated loads . Allowable uniform loads based on deflection of 1/360 of span is 100 pounds per square foot ( psf ) ( 4.79 kN / m2 ) , except allowable total ...
... Span rating4 ' Spans limited to value shown because of possible effects of concentrated loads . Allowable uniform loads based on deflection of 1/360 of span is 100 pounds per square foot ( psf ) ( 4.79 kN / m2 ) , except allowable total ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 1-7 |
UBC Standard 72 Fire Tests of Door Assemblies | 1-68 |
UBC Standard 2111 | 1-94 |
Copyright | |
8 other sections not shown
Other editions - View all
Common terms and phrases
accessible aggregate aisle applied approved area of refuge ASTM automatic sprinkler system B.W. gage braced wall lines building official building or structure ceiling cement combustible comply concrete conform corridor Division 3 Occupancies doors dwelling units elevator equipment exceed EXCEPTION exit-access exterior walls fire assembly Fire Code fire-resistive construction fire-resistive rating floor area grade Group H grout gypsum hazardous height inches inspection installed insulation joists kN/m² live load located masonry materials maximum means of egress minimum N/C less nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels percent perlite portion reinforcement requirements of Section roof rooms Select Structural sheathing slope smoke smoke detector space specified in Chapter specified in Section square feet stairways standpipes steel storage story studs surface Table tested thickness tion Type UBC Standard Uniform Building Code units vertical veneer ventilation vermiculite vertical in 12 wallboard water closet width wire wood