Uniform Building Code |
From inside the book
Results 1-3 of 85
Page 86
... minimum net clear opening of 5.7 square feet . The minimum net clear opening height dimension shall be 24 inches . The minimum net clear opening width dimension shall be 20 inches . Where windows are provided as a means of egress or ...
... minimum net clear opening of 5.7 square feet . The minimum net clear opening height dimension shall be 24 inches . The minimum net clear opening width dimension shall be 20 inches . Where windows are provided as a means of egress or ...
Page 438
... minimum distance from the center of a rivet or bolt hole to any edge used in the design or in prepara- tion of shop drawings shall be that given in Table No. 27 - D . ( e ) Minimum Edge Distance . The minimum distance from the center of ...
... minimum distance from the center of a rivet or bolt hole to any edge used in the design or in prepara- tion of shop drawings shall be that given in Table No. 27 - D . ( e ) Minimum Edge Distance . The minimum distance from the center of ...
Page 534
... MINIMUM CROSS - SECTIONAL AREA TYPE OF MASONRY CHIMNEY Round Square or Rectangle 1. Residental 50 Sq . in . 50 Sq . in . 2. Fireplace2 1⁄2 of opening Minimum 10 of opening Minimum Lined with Firebrick or Unlined 85 Sq . in . % of opening ...
... MINIMUM CROSS - SECTIONAL AREA TYPE OF MASONRY CHIMNEY Round Square or Rectangle 1. Residental 50 Sq . in . 50 Sq . in . 2. Fireplace2 1⁄2 of opening Minimum 10 of opening Minimum Lined with Firebrick or Unlined 85 Sq . in . % of opening ...
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