Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 350
... strip of the slab , nor the change in column strip moment over the length 1 ,, nor the value of M , given by Formula ( 11-26 ) . ( m ) Openings in Slabs . 1. When openings in slabs and footings are located at a distance less than 10 ...
... strip of the slab , nor the change in column strip moment over the length 1 ,, nor the value of M , given by Formula ( 11-26 ) . ( m ) Openings in Slabs . 1. When openings in slabs and footings are located at a distance less than 10 ...
Page 361
... strip is a design strip with a width of 0.25 / , but not greater than 0.251 , on each side of the column center line . The strip includes beams , if any . 3. A middle strip is a design strip bounded by two column strips . 4. A panel is ...
... strip is a design strip with a width of 0.25 / , but not greater than 0.251 , on each side of the column center line . The strip includes beams , if any . 3. A middle strip is a design strip bounded by two column strips . 4. A panel is ...
Page 369
... strip in either span shall be interrupted by the open- ings . The equivalent of reinforcement interrupted shall be added on all sides of the openings . C. In the area common to one column strip and one middle strip , not more than one ...
... strip in either span shall be interrupted by the open- ings . The equivalent of reinforcement interrupted shall be added on all sides of the openings . C. In the area common to one column strip and one middle strip , not more than one ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength