Uniform Building CodeInternational Conference of Building Officials, 1991 - Building laws |
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Page 170
... Forces . Design specifications for equipment shall either specify the design lateral forces prescribed herein or reference these provisions . ( d ) Essential or Hazardous Facilities and Life - safety Systems . For equip- ment in ...
... Forces . Design specifications for equipment shall either specify the design lateral forces prescribed herein or reference these provisions . ( d ) Essential or Hazardous Facilities and Life - safety Systems . For equip- ment in ...
Page 171
... 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 . Al- ternatively , the effects of the two orthogonal ...
... 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 . Al- ternatively , the effects of the two orthogonal ...
Page 172
... forces originating in other portions of the building to the element providing the resistance to those forces . 7. Concrete frames . Concrete frames required by design to be part of the lateral force - resisting system shall conform to ...
... forces originating in other portions of the building to the element providing the resistance to those forces . 7. Concrete frames . Concrete frames required by design to be part of the lateral force - resisting system shall conform to ...
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