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 |
Organization and Enforcement | 26 |
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 building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength