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 13
U.S. Department of Commerce, National Bureau of Standards, 1980 - 222 pages
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additional allowable American analysis assumed basic beams bending Brick Building calculated Code coefficient of variation columns component compression computed considered construction criteria criterion dead load defined depends determined developed distribution earthquake eccentricity element Engineering equation estimates example extreme failure Figure Flexure format function given glulam Grade 60 included increase Institute Journal less limit live load Load and Resistance load combinations load effect load factors lognormal masonry masonry walls material maximum mean methods nominal normal parameters performed presented probability probability distribution problem procedure provides range ratios reduced reference reinforced concrete relative reliability representative Requirements resistance factors safety selected shear snow load specification Standard statistics steel strength stress structural Table Tension Type Typical uncertainties values variability Varies walls wind load yield
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.