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 11
... included in the A58 Standard for all structural materials and to provide a means whereby individual material specification writing groups could select suitable nominal resistances and resistance factors corresponding to the load ...
... included in the A58 Standard for all structural materials and to provide a means whereby individual material specification writing groups could select suitable nominal resistances and resistance factors corresponding to the load ...
Page 35
... included in these " modeling uncertainties " would be errors in estimating the parameters of the distribution function , idealizations of the actual load process in space and time , uncertainties in calculation , and deviations in the ...
... included in these " modeling uncertainties " would be errors in estimating the parameters of the distribution function , idealizations of the actual load process in space and time , uncertainties in calculation , and deviations in the ...
Page 42
... frame construction have not been included in this study . n Additional Estimates of means and c.o.v. are presented in 42 Resistance of Engineered Brick and Concrete Masonry 4 Glulam Members in Bending, Tension and Compression.
... frame construction have not been included in this study . n Additional Estimates of means and c.o.v. are presented in 42 Resistance of Engineered Brick and Concrete Masonry 4 Glulam Members in Bending, Tension and Compression.
Page 48
... included in the calibration by multiplying R / R by 1.10 for steel members and 1.05 for reinforced concrete members . This difference accounts for the relatively higher dead load component of the total load effect in the concrete ...
... included in the calibration by multiplying R / R by 1.10 for steel members and 1.05 for reinforced concrete members . This difference accounts for the relatively higher dead load component of the total load effect in the concrete ...
Page 51
... included in the analysis . Typical values of 8 for the earthquake loading case D + L + E , are given in Fig . 4.6 for two locations ; Boston and Los Angeles , and for steel and concrete beams and columns , respectively . Strain rate ...
... included in the analysis . Typical values of 8 for the earthquake loading case D + L + E , are given in Fig . 4.6 for two locations ; Boston and Los Angeles , and for steel and concrete beams and columns , respectively . Strain rate ...
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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.