Uniform Building CodeInternational Conference of Building Officials, 1991 - Building laws |
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Page 259
... compression edge of the member is supported throughout its length to prevent lateral displacement , as by adequate sheathing or subflooring , and the ends and all points of bearing have lateral support to prevent rota- tion . 5. Seven ...
... compression edge of the member is supported throughout its length to prevent lateral displacement , as by adequate sheathing or subflooring , and the ends and all points of bearing have lateral support to prevent rota- tion . 5. Seven ...
Page 440
... compression face of member , inches . = distance from extreme compression fiber to neutral axis , inches . Cm = a factor relating actual moment diagram to an equivalent uniform mo- ment diagram . d = distance from extreme compression ...
... compression face of member , inches . = distance from extreme compression fiber to neutral axis , inches . Cm = a factor relating actual moment diagram to an equivalent uniform mo- ment diagram . d = distance from extreme compression ...
Page 445
... Compression Members . [ 10.9 ] 1 . Area of lon- gitudinal reinforcement for noncomposite compression members shall not be less than 0.01 or more than 0.08 times gross area Ag of section . 2. Minimum number of longitudinal bars in ...
... Compression Members . [ 10.9 ] 1 . Area of lon- gitudinal reinforcement for noncomposite compression members shall not be less than 0.01 or more than 0.08 times gross area Ag of section . 2. Minimum number of longitudinal bars in ...
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