Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
From inside the book
Results 1-3 of 69
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
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
72 other sections not shown
Other editions - View all
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