Uniform Building Code |
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Page 208
... depth of compression flange to full depth of beam . q = ratio of thickness of web or webs to the full width of beam . Design of Glued Built - up Members Sec . 2513. Plywood components shall be designed , fabricated and iden- tified in ...
... depth of compression flange to full depth of beam . q = ratio of thickness of web or webs to the full width of beam . Design of Glued Built - up Members Sec . 2513. Plywood components shall be designed , fabricated and iden- tified in ...
Page 467
... depth of 12 feet or less , below the grade , shall protect the excavation so that the soil of adjoining property will not cave in or settle , but shall not be liable for the expense of underpinning or extending the foundation of ...
... depth of 12 feet or less , below the grade , shall protect the excavation so that the soil of adjoining property will not cave in or settle , but shall not be liable for the expense of underpinning or extending the foundation of ...
Page 469
... 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 may be used in ...
... 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 may be used in ...
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