Uniform Building Code |
From inside the book
Results 1-3 of 84
Page 399
... slab - column connections . See Section 2613 ( d ) 6 . ( b ) Scope . 1. The provisions of this section shall apply for design of slab systems reinforced for flexure in more than one direction with or without beams between supports . 2 ...
... slab - column connections . See Section 2613 ( d ) 6 . ( b ) Scope . 1. The provisions of this section shall apply for design of slab systems reinforced for flexure in more than one direction with or without beams between supports . 2 ...
Page 400
... 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 401
... 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 ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
108 other sections not shown
Other editions - View all
Common terms and phrases
accordance with Section applied approved bars beam bending bolts building official building or structure ceiling Chapter column compression members computed concrete dead load Decking diameter distance Division 1 Occupancies doors exceed exit exterior walls extreme fiber factor fire-resistive construction fire-resistive rating flange Formula framing gauge girders grade grain Group grout gypsum gypsum plaster height horizontal installed joints joists laminations length less live load located masonry materials maximum minimum modulus of elasticity nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels permitted perpendicular plastic plywood portland cement pounds per square prestressing protected ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel studs surface Table tensile stress tension tests thickness Type U.B.C. Standard units at least values vertical welds width wire wood yield strength