Uniform Building CodeInternational Conference of Building Officials, 1991 - Building laws |
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Page 171
... elements for 100 percent of the prescribed seismic forces in one direc- tion plus 30 percent of the prescribed forces in the perpendicular direction . The combination requiring the greater component strength shall be used for design ...
... elements for 100 percent of the prescribed seismic forces in one direc- tion plus 30 percent of the prescribed forces in the perpendicular direction . The combination requiring the greater component strength shall be used for design ...
Page 173
... elements above the diaphragm to other vertical resisting elements below the diaphragm due to offset in the placement of the elements or to changes in stiffness in the vertical elements , these forces shall be added to those determined ...
... elements above the diaphragm to other vertical resisting elements below the diaphragm due to offset in the placement of the elements or to changes in stiffness in the vertical elements , these forces shall be added to those determined ...
Page 883
... elements of the isolation system and the lateral force - resisting system . Isolation systems with nonlinear elements include , but are not limited to , sys- tems which do not meet the criteria of Section 2373 ( e ) 2 I. Lateral force ...
... elements of the isolation system and the lateral force - resisting system . Isolation systems with nonlinear elements include , but are not limited to , sys- tems which do not meet the criteria of Section 2373 ( e ) 2 I. Lateral force ...
Contents
Permits and Inspections | 9 |
Part IIDefinitions and Abbreviations | 21 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
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accordance with Section anchored applied approved assembly ASTM bars beam bending bolts building official cement Chapter column comply compression compression members compressive strength concrete conform corridor dead load Decking diaphragms Division doors exceed exit exterior walls factor fire fire-resistive rating flexural floor forces framing gauge grade grout gypsum height horizontal installed joints joists lath less live load located masonry materials maximum minimum modulus of elasticity nails Nonbuilding structures noncombustible occupant load one-hour fire-resistive openings panel particleboard percent perpendicular plaster plywood portland cement pounds per square prestressed protected requirements of Section resist roof rooms Seismic Zones Select Structural shear reinforcement shear strength shear walls sheathing slab smoke detector spaced span specified in Section splices square feet square inch stairway steel story studs surface Table tension thickness tion Type U.B.C. Standard values vertical wallboard welded width wire wood WWPA yield strength