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Page 296
YIELD STRENGTH OR YIELD POINT ( , ) . Specified minimum yield strength or
yield point of reinforcement in pounds per square inch . Yield strength or yield
point shall be determined in a manner acceptable to the building official or
Section ...
YIELD STRENGTH OR YIELD POINT ( , ) . Specified minimum yield strength or
yield point of reinforcement in pounds per square inch . Yield strength or yield
point shall be determined in a manner acceptable to the building official or
Section ...
Page 404
Where structural steel is furnished to a specified minimum yield point greater than
36 , 000 pounds per square inch , the ASTM or other specification designation
shall be marked thereon in accordance with the requirements of U . B . C ...
Where structural steel is furnished to a specified minimum yield point greater than
36 , 000 pounds per square inch , the ASTM or other specification designation
shall be marked thereon in accordance with the requirements of U . B . C ...
Page 406
theory , to the shear yield stress of web material ; equal to 772EkV3 12 ( 1 - 02 ) (
h / t ) 2F , or 190k hlt VE [ See Section 2707 ( e ) ) . = Factor depending upon type
of transverse stiffeners . = Modulus of elasticity of steel ( 29 , 000 kips per ...
theory , to the shear yield stress of web material ; equal to 772EkV3 12 ( 1 - 02 ) (
h / t ) 2F , or 190k hlt VE [ See Section 2707 ( e ) ) . = Factor depending upon type
of transverse stiffeners . = Modulus of elasticity of steel ( 29 , 000 kips per ...
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Contents
Effective Use of the Uniform Building Code | 18 |
497 | 36 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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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