Uniform Building Code |
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Page 321
... slab . This reinforcement shall be designed to carry the design load on the por- tion of the slab required for the flange of the T - beam . The flange shall be assumed to act as a cantilever . The spacing of the bars shall not exceed ...
... slab . This reinforcement shall be designed to carry the design load on the por- tion of the slab required for the flange of the T - beam . The flange shall be assumed to act as a cantilever . The spacing of the bars shall not exceed ...
Page 361
... slab on each side of the beam extending a distance equal to the projection of the beam above or below the slab , whichever is greater , but not greater than four times the slab thickness . 6. The slab may be supported on walls , columns ...
... slab on each side of the beam extending a distance equal to the projection of the beam above or below the slab , whichever is greater , but not greater than four times the slab thickness . 6. The slab may be supported on walls , columns ...
Page 368
... slab is not supported by a spandrel beam or wall or where the slab cantilevers beyond the support , anchorage of reinforcement may be within the slab . The area of reinforcement shall be determined from the bending mo- ments at the ...
... slab is not supported by a spandrel beam or wall or where the slab cantilevers beyond the support , anchorage of reinforcement may be within the slab . The area of reinforcement shall be determined from the bending mo- ments at the ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height 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 panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural 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 stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength