Uniform Building Code |
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Page 179
... effective height h to the effective thickness t and shall not exceed the value computed by h ≤10 ( 3-2 ) . ( 19-1 ) NOTE : Value of e , / e , is positive where member is bent in single cur- vature , and negative where member is bent in ...
... effective height h to the effective thickness t and shall not exceed the value computed by h ≤10 ( 3-2 ) . ( 19-1 ) NOTE : Value of e , / e , is positive where member is bent in single cur- vature , and negative where member is bent in ...
Page 180
... Effective height of walls . Where a wall is laterally supported top and bottom , its effective height shall be taken as the actual height of the wall . Where there is no lateral support at the top of a wall , its effective height shall ...
... Effective height of walls . Where a wall is laterally supported top and bottom , its effective height shall be taken as the actual height of the wall . Where there is no lateral support at the top of a wall , its effective height shall ...
Page 417
... Effective Areas of Weld Metal . The effective area of groove and fillet welds shall be considered as the effective length of the weld times the effective throat thickness . The effective shearing area of plug and slot welds shall be ...
... Effective Areas of Weld Metal . The effective area of groove and fillet welds shall be considered as the effective length of the weld times the effective throat thickness . The effective shearing area of plug and slot welds shall be ...
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