Uniform Building Code |
From inside the book
Results 1-3 of 79
Page 321
beam , transverse reinforcement shall be provided in the top of the slab . This
reinforcement shall be designed to carry the design load on the portion of the
slab required for the flange of the T - beam . The flange shall be assumed to act
as a ...
beam , transverse reinforcement shall be provided in the top of the slab . This
reinforcement shall be designed to carry the design load on the portion of the
slab required for the flange of the T - beam . The flange shall be assumed to act
as a ...
Page 361
Slabs with paneled ceilings also are included under this definition , provided the
panel of reduced thickness lies entirely within the middle strips and is at least two
- thirds the thickness of the remainder of the slab , exclusive of the drop panel ...
Slabs with paneled ceilings also are included under this definition , provided the
panel of reduced thickness lies entirely within the middle strips and is at least two
- thirds the thickness of the remainder of the slab , exclusive of the drop panel ...
Page 368
Where 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 moments
at ...
Where 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 moments
at ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
Effective Use of the Uniform Building Code | 18 |
497 | 36 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
91 other sections not shown
Other editions - View all
Common terms and phrases
accordance allowable applied approved axial bars beam bearing bending bolts building building official Chapter column compression compressive stress computed concrete conform connections considered construction continuous cover Decking depth determined diameter direction distance Division edge effective elements equal exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange flexural floor foot forces Formula frame girders grade Grain greater Group height horizontal inches joints lateral least length less limited live load load located lumber masonry materials maximum Occupancies openings panel parallel percent permitted placed plate portion pounds prestressing protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab spacing span specified splices square inch steel strength stress Structural Stud surface Table taken tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood yield