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 40
... Compression Failure , f ' = 3 ksi Short Columns , Tension Failure , f ' = 3 and 5 ksi 1.05 0.11 1.14 0.14 1.06 0.08 1.04 0.095 1.05 0.16 c 1.05 0.12 c Table 3.2 ( Continued ) Designation R / R n 40 Resistance Statistics for Reinforced ...
... Compression Failure , f ' = 3 ksi Short Columns , Tension Failure , f ' = 3 and 5 ksi 1.05 0.11 1.14 0.14 1.06 0.08 1.04 0.095 1.05 0.16 c 1.05 0.12 c Table 3.2 ( Continued ) Designation R / R n 40 Resistance Statistics for Reinforced ...
Page 41
... compression failure 1.10 0.17 Slender Columns , kL / h 20 , = f = 5 ksi , c tension failure 0.95 0.12 Shear , Beams with a / d > 2.5 , p . no stirrups minimum stirrups = 0.008 W 0.93 0.21 1.00 0.19 p..f = 150 psi 1.09 0.17 2 Note : 1 ...
... compression failure 1.10 0.17 Slender Columns , kL / h 20 , = f = 5 ksi , c tension failure 0.95 0.12 Shear , Beams with a / d > 2.5 , p . no stirrups minimum stirrups = 0.008 W 0.93 0.21 1.00 0.19 p..f = 150 psi 1.09 0.17 2 Note : 1 ...
Page 42
... compression plus bending are derived from data on full size walls tested in the laboratory , augmented by a factor to account for differences between fabrication and curing conditions in situ and in the laboratory ( Appendix D ) . The ...
... compression plus bending are derived from data on full size walls tested in the laboratory , augmented by a factor to account for differences between fabrication and curing conditions in situ and in the laboratory ( Appendix D ) . The ...
Page 46
... Compression failures , = 1200 ft Spiral columns , Compression failures , A L / D Ο n ft2 , = 1200 ft2 , L / D 2 Shear , beam with minimum stirrups , AT = 400 ft2 , L / D O n = O n = 1 , B = 3.4 = 1 , = B 3.1 1 , B = 2.0 . While the ...
... Compression failures , = 1200 ft Spiral columns , Compression failures , A L / D Ο n ft2 , = 1200 ft2 , L / D 2 Shear , beam with minimum stirrups , AT = 400 ft2 , L / D O n = O n = 1 , B = 3.4 = 1 , = B 3.1 1 , B = 2.0 . While the ...
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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.