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
... function of the building is impaired . The recommendations in this report are confined to the ultimate limit states as these are of particular concern in standards and specifications which are intended to protect the public from ...
... function of the building is impaired . The recommendations in this report are confined to the ultimate limit states as these are of particular concern in standards and specifications which are intended to protect the public from ...
Page 11
... functional use of the structure and / or damage to or deterioration of the structure . Since there is less danger of loss of life , a higher probability of occurrence may be tolerated than in the case of the ultimate limit states . For ...
... functional use of the structure and / or damage to or deterioration of the structure . Since there is less danger of loss of life , a higher probability of occurrence may be tolerated than in the case of the ultimate limit states . For ...
Page 11
... functional requirement ( major limit state ) of the structural components for a building or bridge is to support loads safely . This may not always be true , however . For example , in the design of a water tank or similar sanitary ...
... functional requirement ( major limit state ) of the structural components for a building or bridge is to support loads safely . This may not always be true , however . For example , in the design of a water tank or similar sanitary ...
Page 15
... function for X1 , X2 , ... , and the integration X is performed over the region where g < 0 . In the initial ... function ( c.d.f. ) in R and f density function for Q. If R and Q both have normal distributions , for example , then ( 2.4 ) ...
... function for X1 , X2 , ... , and the integration X is performed over the region where g < 0 . In the initial ... function ( c.d.f. ) in R and f density function for Q. If R and Q both have normal distributions , for example , then ( 2.4 ) ...
Page 17
... function ( generally unknown ) for Z = R to the probability of failure . - Q. The shaded area to the left of zero is equal Observe that if σ , remains constant , a positive shift in R - Q R - Qwill move the density to the right ...
... function ( generally unknown ) for Z = R to the probability of failure . - Q. The shaded area to the left of zero is equal Observe that if σ , remains constant , a positive shift in R - Q R - Qwill move the density to the right ...
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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 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.