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 7
... considered are due to dead , occupancy live , snow , wind and earthquake loads . The load factors were developed using concepts of probabilistic limit states design which incorporate state - of - the - art load and resistance models and ...
... considered are due to dead , occupancy live , snow , wind and earthquake loads . The load factors were developed using concepts of probabilistic limit states design which incorporate state - of - the - art load and resistance models and ...
Page 11
... considered to be outside the scope of the A58 Standard . Future Action The writers expect that the loading criterion presented in this report will be carefully scrutinized by numerous professional organizations and individuals who have ...
... considered to be outside the scope of the A58 Standard . Future Action The writers expect that the loading criterion presented in this report will be carefully scrutinized by numerous professional organizations and individuals who have ...
Page 11
... considered as a rigid body ( e.g. overturning , uplift , sliding ) ; b ) loss of load - bearing capacity of members due to exceeding the material strength , buckling , fracture , fatigue or fire ; c ) Spread of initial local failure ...
... considered as a rigid body ( e.g. overturning , uplift , sliding ) ; b ) loss of load - bearing capacity of members due to exceeding the material strength , buckling , fracture , fatigue or fire ; c ) Spread of initial local failure ...
Page 11
... considered and presents load and resistance factors for use in checking these limit states . For normal structures , the designer carries out Step 3 , generally starting with the most critical limit states for the structure in question ...
... considered and presents load and resistance factors for use in checking these limit states . For normal structures , the designer carries out Step 3 , generally starting with the most critical limit states for the structure in question ...
Page 11
... considered adequate , particularly if loads counteract each other . 1.2.2 Strength Design Safety provisions in several design standards are based on the ultimate strength of critical member sections ( strength design of reinforced ...
... considered adequate , particularly if loads counteract each other . 1.2.2 Strength Design Safety provisions in several design standards are based on the ultimate strength of critical member sections ( strength design of reinforced ...
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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.