Uniform Building Code |
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Page 69
... height or portion thereof shall be considered as a tier . The clear height of a parking tier shall be not less than 7 feet , except that a lesser clear height may be permitted in mechanical - access open parking garages when approved by ...
... height or portion thereof shall be considered as a tier . The clear height of a parking tier shall be not less than 7 feet , except that a lesser clear height may be permitted in mechanical - access open parking garages when approved by ...
Page 87
... height the court shall be increased 1 foot in width and 2 feet in length for each additional story . For buildings exceeding 14 stories in height , the required dimensions shall be computed on the basis of 14 stories . Adequate access ...
... height the court shall be increased 1 foot in width and 2 feet in length for each additional story . For buildings exceeding 14 stories in height , the required dimensions shall be computed on the basis of 14 stories . Adequate access ...
Page 175
... height h to the effective thickness t and shall not exceed the value computed by h≤10 ( 3 - e ! ) .. e2 . . ( 19-1 ) NOTE : Value of e , / e , is positive where member is bent in single cur- vature , and negative where member is bent ...
... height h to the effective thickness t and shall not exceed the value computed by h≤10 ( 3 - e ! ) .. e2 . . ( 19-1 ) NOTE : Value of e , / e , is positive where member is bent in single cur- vature , and negative where member is bent ...
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