Uniform Building Code |
From inside the book
Results 1-3 of 77
Page 149
Reinforced gypsum concrete shall conform to U . B . C . Standards No . 24 - 12
and No . 47 - 17 . ( h ) Cast Building Stone . Cast building stone shall be equal to
the requirements set forth in U . B . C . Standard No . 24 - 13 . Every concrete unit
...
Reinforced gypsum concrete shall conform to U . B . C . Standards No . 24 - 12
and No . 47 - 17 . ( h ) Cast Building Stone . Cast building stone shall be equal to
the requirements set forth in U . B . C . Standard No . 24 - 13 . Every concrete unit
...
Page 298
Welding of reinforcement shall conform to U . B . C . Standard No . 26 - 8 .
Reinforcement not conforming to low - alloy steel requirements of Section 26 .
407 of U . B . C . Standard No . 26 - 4 shall not be welded unless a chemical
analysis ...
Welding of reinforcement shall conform to U . B . C . Standard No . 26 - 8 .
Reinforcement not conforming to low - alloy steel requirements of Section 26 .
407 of U . B . C . Standard No . 26 - 4 shall not be welded unless a chemical
analysis ...
Page 299
Welding of reinforcement shall conform to U . B . C . Standard No . 26 - 8 .
Reinforcement not conforming to low - alloy steel requirements of Section 26 .
407 of U . B . C . Standard No . 26 - 4 shall not be welded unless a chemical
analysis ...
Welding of reinforcement shall conform to U . B . C . Standard No . 26 - 8 .
Reinforcement not conforming to low - alloy steel requirements of Section 26 .
407 of U . B . C . Standard No . 26 - 4 shall not be welded unless a chemical
analysis ...
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