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 8
... .3 Resistance of Engineered Brick and Concrete Masonry .4 Glulam Members in Bending , Tension and Compression • 28 • 34 34 · 34 37 • 37 • 39 40 • 41 42 · 42 4 . Calibration With Existing Standards 4.1 General Considerations . iv.
... .3 Resistance of Engineered Brick and Concrete Masonry .4 Glulam Members in Bending , Tension and Compression • 28 • 34 34 · 34 37 • 37 • 39 40 • 41 42 · 42 4 . Calibration With Existing Standards 4.1 General Considerations . iv.
Page 37
... Brick Masonry " Brick Institute of America , 1969 [ 26 ] . Wood Structures " Standard Specifications for Structural Glued - Laminated Timber of Douglas Fir , Western Larch , Southern Pine and California Redwood , " American Institute of ...
... Brick Masonry " Brick Institute of America , 1969 [ 26 ] . Wood Structures " Standard Specifications for Structural Glued - Laminated Timber of Douglas Fir , Western Larch , Southern Pine and California Redwood , " American Institute of ...
Page 41
... 1.20 0.09 1.08 0.14 Beams , laterally braced Beams , unbraced 1.10 0.08 1.03 0.13 3.5.3 Resistance of Engineered Brick and Concrete Masonry Statistical characteristics 41 Resistance Statistics for Metal Structural Members 3.
... 1.20 0.09 1.08 0.14 Beams , laterally braced Beams , unbraced 1.10 0.08 1.03 0.13 3.5.3 Resistance of Engineered Brick and Concrete Masonry Statistical characteristics 41 Resistance Statistics for Metal Structural Members 3.
Page 42
... Brick and Concrete Masonry Statistical characteristics of unreinforced masonry walls in compression plus bending are derived from data on full size walls tested in the laboratory , augmented by a factor to account for differences ...
... Brick and Concrete Masonry Statistical characteristics of unreinforced masonry walls in compression plus bending are derived from data on full size walls tested in the laboratory , augmented by a factor to account for differences ...
Page 46
... brick masonry and B = 6.2 for concrete masonry . The reliability for uninspected masonry , with its higher c.o.v. and lower R / R , is considerably less ; uninspected workmanship causes ẞ for the same brick wall to decrease to 4.7 . At ...
... brick masonry and B = 6.2 for concrete masonry . The reliability for uninspected masonry , with its higher c.o.v. and lower R / R , is considerably less ; uninspected workmanship causes ẞ for the same brick wall to decrease to 4.7 . At ...
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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.