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
... Estimate the level of reliability implied by the use of the various current design standards and specifications ( e.g. ACI ... estimates of distribution types and parameters ( Chapter 3 and Appendices ) ; c ) the reliability index 8 as a ...
... Estimate the level of reliability implied by the use of the various current design standards and specifications ( e.g. ACI ... estimates of distribution types and parameters ( Chapter 3 and Appendices ) ; c ) the reliability index 8 as a ...
Page 11
... estimated for any particular that might be proposed by the material groups for their own specifications . If this procedure is used , material groups do not have to deal with loads to harmonize their own safety levels among their ...
... estimated for any particular that might be proposed by the material groups for their own specifications . If this procedure is used , material groups do not have to deal with loads to harmonize their own safety levels among their ...
Page 11
... estimates of loads , resistances and safety ; ( 2 ) to justify why current safety levels for gravity loads are higher than necessary if indeed this is true ; ( 3 ) to explain why lower safety levels are appropriate for wind and ...
... estimates of loads , resistances and safety ; ( 2 ) to justify why current safety levels for gravity loads are higher than necessary if indeed this is true ; ( 3 ) to explain why lower safety levels are appropriate for wind and ...
Page 11
... higher dead load than the other , a reinforced concrete folded plate . Because the dead load can be estimated with much more 10 Methods of Establishing Safety Levels iii 1 1 5 1 Allowable Stress or Working Stress Design 2.
... higher dead load than the other , a reinforced concrete folded plate . Because the dead load can be estimated with much more 10 Methods of Establishing Safety Levels iii 1 1 5 1 Allowable Stress or Working Stress Design 2.
Page 11
... estimated with much more precision than the snow load , the roof having the high ratio of dead to live load will have a lower probability of failure than the lighter structure . DL high - > Safe LL ( ii ) The working stress format may ...
... estimated with much more precision than the snow load , the roof having the high ratio of dead to live load will have a lower probability of failure than the lighter structure . DL high - > Safe LL ( ii ) The working stress format may ...
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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.