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
... yielding and tensile strength in a metal tension member ) for each element , and Σ the largest of several load ... yield limit state , F strength limit state , F respectively , A is the net area , D L and W * u n A glossary of ...
... yielding and tensile strength in a metal tension member ) for each element , and Σ the largest of several load ... yield limit state , F strength limit state , F respectively , A is the net area , D L and W * u n A glossary of ...
Page 11
... yielding conservative 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 ...
... yielding conservative 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 ...
Page 11
... yielding or slip ) c ) affecting appearance , use or durability of the structure ; excessive vibration affecting the comfort of the occupants or the operation of equipment . These , in turn , could be divided into groups depending on ...
... yielding or slip ) c ) affecting appearance , use or durability of the structure ; excessive vibration affecting the comfort of the occupants or the operation of equipment . These , in turn , could be divided into groups depending on ...
Page 11
... yield strength of the reinforcement ; the AISC Specification [ 26 ] bases structural steel design on allowable stresses of 0.66 times the yield strength for compact sections in bending ; timber specifications base design on 0.2 to 0.25 ...
... yield strength of the reinforcement ; the AISC Specification [ 26 ] bases structural steel design on allowable stresses of 0.66 times the yield strength for compact sections in bending ; timber specifications base design on 0.2 to 0.25 ...
Page 14
... yield stress or load should be considered in specifying design values is not new , and many standards have recognized this for some time . For example , the design wind speeds and ground snow loads in ANSI Standard A58.1-1972 [ 2 ] are ...
... yield stress or load should be considered in specifying design values is not new , and many standards have recognized this for some time . For example , the design wind speeds and ground snow loads in ANSI Standard A58.1-1972 [ 2 ] are ...
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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.