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
... Procedure Some Particular Critical Issues Future Action • Probability - Based Limit States Design 1.1 Limit States Design · 1.2 Methods of Establishing Safety Levels iii 1 • · 1 • • · 5 • • 7 • 8 • · 10 ✓ .1 Allowable Stress or Working ...
... Procedure Some Particular Critical Issues Future Action • Probability - Based Limit States Design 1.1 Limit States Design · 1.2 Methods of Establishing Safety Levels iii 1 • · 1 • • · 5 • • 7 • 8 • · 10 ✓ .1 Allowable Stress or Working ...
Page 11
... procedure which , in effect , requires the designer to consider explicitly several different modes of possible ... procedures be available to determine values for the resistance factors and the load factors . The development of the load ...
... procedure which , in effect , requires the designer to consider explicitly several different modes of possible ... procedures be available to determine values for the resistance factors and the load factors . The development of the load ...
Page 11
... procedure used herein is based on modern engineering reliability analysis methods which have been developed , tested and refined over the last decade . The details of the method are described elsewhere in this report . For our purposes ...
... procedure used herein is based on modern engineering reliability analysis methods which have been developed , tested and refined over the last decade . The details of the method are described elsewhere in this report . For our purposes ...
Page 11
... Procedure : The details of achieving the objectives discussed above are given in the body of this report , with further details and statistics being provided in the Appendices . The following is only an abbreviated description of the ...
... Procedure : The details of achieving the objectives discussed above are given in the body of this report , with further details and statistics being provided in the Appendices . The following is only an abbreviated description of the ...
Page 11
... procedure is used , material groups do not have to deal with loads to harmonize their own safety levels among their various limit states . If desired , for example , different values of ẞ could be used for bending and shear in concrete ...
... procedure is used , material groups do not have to deal with loads to harmonize their own safety levels among their various limit states . If desired , for example , different values of ẞ could be used for bending and shear in concrete ...
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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.