Uniform Building Code |
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Page 309
... distance between parallel bars in a layer shall be not less than the nominal diameter of the bars , nor 1 inch . See also Section 2603 ( d ) . Where parallel reinforcement is placed in two or more layers , the bars in the upper layers ...
... distance between parallel bars in a layer shall be not less than the nominal diameter of the bars , nor 1 inch . See also Section 2603 ( d ) . Where parallel reinforcement is placed in two or more layers , the bars in the upper layers ...
Page 438
... Distance . The minimum distance from the center of a rivet or bolt hole to any edge shall be not less than the values set forth in Table No. 27 - D . ( f ) Minimum Edge Distance of Line of Stress . In connections of tension members ...
... Distance . The minimum distance from the center of a rivet or bolt hole to any edge shall be not less than the values set forth in Table No. 27 - D . ( f ) Minimum Edge Distance of Line of Stress . In connections of tension members ...
Page 500
... distance apart so that if one becomes blocked the others will be available . ( d ) Distance to Exits . The maximum distance of travel from any point to an exterior exit door , horizontal exit , exit passageway or an enclosed stairway in ...
... distance apart so that if one becomes blocked the others will be available . ( d ) Distance to Exits . The maximum distance of travel from any point to an exterior exit door , horizontal exit , exit passageway or an enclosed stairway in ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
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 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