Uniform Building CodeInternational Conference of Building Officials, 1991 - Building laws |
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Page 481
... slab system , including the slab and beams ( if any ) between supports , and supporting columns or walls may be designed by either the direct design method [ Section 2613 ( h ) ] or the equivalent frame method [ Section 2613 ( i ) ] . 3 ...
... slab system , including the slab and beams ( if any ) between supports , and supporting columns or walls may be designed by either the direct design method [ Section 2613 ( h ) ] or the equivalent frame method [ Section 2613 ( i ) ] . 3 ...
Page 482
... slab shall be sufficient to resist a moment equal to the maximum positive moment ( per foot of width ) in the slab . B. Direction of moment shall be assumed parallel to the diagonal from the corner in the top of the slab and ...
... slab shall be sufficient to resist a moment equal to the maximum positive moment ( per foot of width ) in the slab . B. Direction of moment shall be assumed parallel to the diagonal from the corner in the top of the slab and ...
Page 487
... ( slab - beams ) may be analyzed separately with far ends of columns considered fixed . Where slab - beams are analyzed separately , it may be assumed in determining moment at a given support that the slab - beam is fixed at any support ...
... ( slab - beams ) may be analyzed separately with far ends of columns considered fixed . Where slab - beams are analyzed separately , it may be assumed in determining moment at a given support that the slab - beam is fixed at any support ...
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