Uniform Building Code |
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Page 137
... Lateral Force on Elements of Structures . Parts or portions of struc- tures and their anchorage shall be designed for lateral forces in ac- cordance with the following formula : F1 = ZIC , SW , ( 12-8 ) EXCEPTION : Where C , in Table No ...
... Lateral Force on Elements of Structures . Parts or portions of struc- tures and their anchorage shall be designed for lateral forces in ac- cordance with the following formula : F1 = ZIC , SW , ( 12-8 ) EXCEPTION : Where C , in Table No ...
Page 321
... lateral support provided by the corner of a tie having an included angle of not more than 135 degrees and no bar shall be farther than 6 inches from such a laterally supported bar . Where tie bars are located around the periphery of a ...
... lateral support provided by the corner of a tie having an included angle of not more than 135 degrees and no bar shall be farther than 6 inches from such a laterally supported bar . Where tie bars are located around the periphery of a ...
Page 469
... lateral loads . The depth to resist lateral loads shall be determined by means of the design criteria established herein or other methods approved by the Building Official . 1. Design criteria : nonconstrained . The following formula ...
... lateral loads . The depth to resist lateral loads shall be determined by means of the design criteria established herein or other methods approved by the Building Official . 1. Design criteria : nonconstrained . The following formula ...
Contents
Effective Use of the Uniform Building Code | 20 |
Permits and Inspections | 29 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
20 feet ALLOWABLE UNIT STRESSES approved bars Building Official building or structure ceiling Code columns compression compression member compressive strength concrete conform dead load deflection diameter diaphragms Division 1 Occupancies dry or surfaced enclosure exceed Exits exterior walls EXTREME FIBER fire assembly Fire Zone Firestopping flammable liquids flexural floor area footnotes grade Group grout gypsum height joints joists lateral forces least live load location on property lumber masonry materials maximum minimum MODULUS OF ELASTICITY mortar nails nonbearing noncombustible Occupancy Separation occupant load panel Parallel to Grain partitions percent permitted plywood portion pounds per square prestressing reinforcement resisting roof rooms Selected Decking shear stress shear walls sheathing sion slab space frame span specified in Chapter specified in Section square feet square inch steel story strength studs Table tensile stress tension tests timber tion types of construction U.B.C. Standard values ventilation vertical water closet width wood