Uniform Building Code |
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Page 180
... taken as the actual height . The actual height shall be taken as not less than the clear distance between the floor surface and the underside of the deeper beam framing into the column in each direction at the next higher floor level ...
... taken as the actual height . The actual height shall be taken as not less than the clear distance between the floor surface and the underside of the deeper beam framing into the column in each direction at the next higher floor level ...
Page 181
... taken into account and the eccentricity shall be considered with respect to the center of resistance or the centroidal axis of the transformed area of the member . ( ii ) Eccentricity coefficient . Where the maximum virtual eccentricity ...
... taken into account and the eccentricity shall be considered with respect to the center of resistance or the centroidal axis of the transformed area of the member . ( ii ) Eccentricity coefficient . Where the maximum virtual eccentricity ...
Page 341
... taken as but not less than 0.4 . Cm = 0.6 + 0.4 M1 M. .. ( 10-9 ) For all other cases Cm shall be taken as 1.0 . In frames not braced against sidesway , the value of shall be com- puted for the entire story assuming all columns to be ...
... taken as but not less than 0.4 . Cm = 0.6 + 0.4 M1 M. .. ( 10-9 ) For all other cases Cm shall be taken as 1.0 . In frames not braced against sidesway , the value of shall be com- puted for the entire story assuming all columns to 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