Uniform Building Code |
From inside the book
Results 1-3 of 83
Page 105
... space not less than 30 inches in width and have a clear space in front of the water closet stool of not less than 24 inches . In other than Groups R , Division 3 and M Occupancies , when toilet facilities are provided which are ...
... space not less than 30 inches in width and have a clear space in front of the water closet stool of not less than 24 inches . In other than Groups R , Division 3 and M Occupancies , when toilet facilities are provided which are ...
Page 138
... space frames and ductile moment resisting space frames may be enclosed by or adjoined by more rigid elements which would tend to prevent the space frame from resisting lateral forces where it can be shown that the action or failure of ...
... space frames and ductile moment resisting space frames may be enclosed by or adjoined by more rigid elements which would tend to prevent the space frame from resisting lateral forces where it can be shown that the action or failure of ...
Page 490
... space by ven- tilating openings protected against the entrance of rain and snow . The net free ventilating area shall be not less than 1/150 of the area of the space ventilated , except that the area may be 1/300 provided at least 50 ...
... space by ven- tilating openings protected against the entrance of rain and snow . The net free ventilating area shall be not less than 1/150 of the area of the space ventilated , except that the area may be 1/300 provided at least 50 ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
10 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 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