Uniform Building CodeInternational Conference of Building Officials, 1988 - Building laws |
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Page 361
... SPANS FOR PLYWOOD SUBFLOOR AND ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND FACE GRAIN PERPENDICULAR TO SUPPORTS18 ROOF2 Maximum Span ( In inches ) Load ( In Pounds per Square Foot ) PANEL SPAN RATING3 PLYWOOD THICKNESS FLOOR ...
... SPANS FOR PLYWOOD SUBFLOOR AND ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND FACE GRAIN PERPENDICULAR TO SUPPORTS18 ROOF2 Maximum Span ( In inches ) Load ( In Pounds per Square Foot ) PANEL SPAN RATING3 PLYWOOD THICKNESS FLOOR ...
Page 363
... Span Rating4 48 o.c. ' Spans limited to value shown because of possible effect of concentrated loads . Allowable uniform load based on deflection of 1/360 of span is 125 pounds per square foot , except allowable total uniform load for ...
... Span Rating4 48 o.c. ' Spans limited to value shown because of possible effect of concentrated loads . Allowable uniform load based on deflection of 1/360 of span is 125 pounds per square foot , except allowable total uniform load for ...
Page 403
International Conference of Building Officials. ( h ) Span Length . [ 8.7 ] Span length of members not built integrally with supports shall be considered the clear span plus depth of member but need not exceed distance between centers of ...
International Conference of Building Officials. ( h ) Span Length . [ 8.7 ] Span length of members not built integrally with supports shall be considered the clear span plus depth of member but need not exceed distance between centers of ...
Contents
Organization and Enforcement | 5 |
Part IIDefinitions and Abbreviations | 20 |
Requirements for Group A Occupancies | 50 |
Copyright | |
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accordance with Section applied approved axial load bars beam bending bolts building official Chapter column compression members compressive strength compressive stress concrete conform corridor dead load Decking diameter diaphragm Division doors edge exceed exit exterior walls factor fire fire-resistive rating flange floor forces Formula framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located masonry materials maximum metal minimum modulus of elasticity nails noncombustible occupant load openings panel particleboard percent permitted perpendicular plaster plywood portland cement pounds per square prestressed protected ratio requirements of Section resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab smoke detector space span specified in Section splices square feet square inches stairway steel studs surface Table tensile tension thickness Type U.B.C. Standard values vertical wallboard welds width wire wood yield strength