Development of a Probability Based Load Criterion for American National Standard A58: Building Code Requirements for Minimum Design Loads in Buildings and Other Structures, Volume 13U.S. Department of Commerce, National Bureau of Standards, 1980 - 222 pages |
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Page 8
... Value Methods .2 Advanced Methods · 16 19 2.4 Approximate Methods for Including Information on Distributions 22 • Resistance Distributions and Parameters 2.5 Load Combinations 3 . Load and Resistance Distributions and Parameter Values ...
... Value Methods .2 Advanced Methods · 16 19 2.4 Approximate Methods for Including Information on Distributions 22 • Resistance Distributions and Parameters 2.5 Load Combinations 3 . Load and Resistance Distributions and Parameter Values ...
Page 11
... values for these Y11 reflects i = 1 A substantial portion of this report is devoted Yi ' the following combinations might be checked : Using as an example a metal tension member , ΦΡΑ yyn › { YDD n + YL In FA u un Y D D n + Y L11 L + ...
... values for these Y11 reflects i = 1 A substantial portion of this report is devoted Yi ' the following combinations might be checked : Using as an example a metal tension member , ΦΡΑ yyn › { YDD n + YL In FA u un Y D D n + Y L11 L + ...
Page 11
... The recommended approach requires that procedures be available to determine values for the resistance factors and the load factors . The development of the load criterion is carried out within the context of probabilistic limit states 3.
... The recommended approach requires that procedures be available to determine values for the resistance factors and the load factors . The development of the load criterion is carried out within the context of probabilistic limit states 3.
Page 11
... values of and y in the structural design operation . The underlying average reliability 8 is ( 1 ) not necessarily the same for all types of building materials ( and there is no reason to force the design profession to adopt a uniform value ) ...
... values of and y in the structural design operation . The underlying average reliability 8 is ( 1 ) not necessarily the same for all types of building materials ( and there is no reason to force the design profession to adopt a uniform value ) ...
Page 11
... values of B. There is no intent here to dictate particular values of or ẞ to be used in material specifications . Only the load factors are presented along with preliminary resistance variable information and a method by which 8 can be ...
... values of B. There is no intent here to dictate particular values of or ẞ to be used in material specifications . Only the load factors are presented along with preliminary resistance variable information and a method by which 8 can be ...
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Common terms and phrases
A58 Standard AISC allowable stresses Aluminum ANSI Appendix arbitrary point-in-time ASCE assumed axial load Brick Masonry calculated coefficient of variation columns compression plus bending computed Concrete Masonry criteria dead load earthquake loads eccentricity Engineering estimates factor of safety Flexure ft² Grade 60 gravity loads influence area limit state equation limit states design live load Lo/Dn Load and Resistance load combinations load criterion load effect load factors load ratios lognormal masonry walls material specification N/mm² nominal load nominal resistance normal normal distribution parameters prestressed concrete probability distribution procedure reinforced concrete Reinforced Concrete Beams reliability analysis reliability index resistance factors Resistance Statistics safety selected shear slabs snow load steel beams stirrups Structural Division Table tensile strength Tension member timber Type uncertainties walls in compression Weibull wind load yield stress
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Page 147 - Specification for the Design, Fabrication and Erection of Structural Steel for Buildings" (American Institute of Steel Construction).
Page 125 - Journal of the Structural Division, ASCE Vol. 103, No. ST8, Proc. Paper 13109, August 1977, pp. 1551-1560. A. 9 Galambos, TV and Ravindra, MK , "Tentative Load and Resistance Factor Design Criteria for Steel Buildings," Structural Division Research Report No.