Uniform Building Code |
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Page 65
... storage garages where no repair work is done except exchange of parts and maintenance requiring no open flame , welding or the use of highly flammable liquids . Division 2. Wholesale and retail stores , office buildings , drinking and ...
... storage garages where no repair work is done except exchange of parts and maintenance requiring no open flame , welding or the use of highly flammable liquids . Division 2. Wholesale and retail stores , office buildings , drinking and ...
Page 66
... storage of passenger vehicles ( having a capacity of not more than nine persons per vehi- cle ) , but may contain laundry rooms and mechanical equipment rooms incidental to the operation of the building . 4. The maximum building height ...
... storage of passenger vehicles ( having a capacity of not more than nine persons per vehi- cle ) , but may contain laundry rooms and mechanical equipment rooms incidental to the operation of the building . 4. The maximum building height ...
Page 143
... storage racks shall be the weight of the racks plus contents . The value of Cp for racks over two storage support levels in height shall be 0.24 for the levels below the top two levels . In lieu of the tabulated values steel storage ...
... storage racks shall be the weight of the racks plus contents . The value of Cp for racks over two storage support levels in height shall be 0.24 for the levels below the top two levels . In lieu of the tabulated values steel storage ...
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