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
... TABLE OF CONTENTS Summary of Procedure Some Particular Critical Issues Future Action • Probability - Based Limit States Design 1.1 Limit States Design · 1.2 Methods of Establishing Safety Levels iii 1 • · 1 • • · 5 • • 7 • 8 • · 10 ...
... TABLE OF CONTENTS Summary of Procedure Some Particular Critical Issues Future Action • Probability - Based Limit States Design 1.1 Limit States Design · 1.2 Methods of Establishing Safety Levels iii 1 • · 1 • • · 5 • • 7 • 8 • · 10 ...
Page 11
... analyzing the performance of idealized structures . Each analysis cycle involves the checking of subassemblies , * defined in a structural members , components and connections 1 Executive Summary Objectives Rationale TABLE OF CONTENTS.
... analyzing the performance of idealized structures . Each analysis cycle involves the checking of subassemblies , * defined in a structural members , components and connections 1 Executive Summary Objectives Rationale TABLE OF CONTENTS.
Page 26
... Table 2.1 shows the iterative solution . The initial guess at B was 3.0 , and the final solution is ẞ = 5.14 . Table 2.2 shows the values that would have been obtained using mean value methods along with strength and stress formulations ...
... Table 2.1 shows the iterative solution . The initial guess at B was 3.0 , and the final solution is ẞ = 5.14 . Table 2.2 shows the values that would have been obtained using mean value methods along with strength and stress formulations ...
Page 27
... 0 Figure 2.4 - Reliability Calculation for Nonlinear Problem Table 2.2 - Mean Value FOSM Solutions Formulation B Eq. 27 Fy ( ksi ) 40 * B1 ( Z , FV ) ( Z , Fy ) Z ( in3 ) Stress formulation g2 = 16.89 Strength formulation g1 = 912.
... 0 Figure 2.4 - Reliability Calculation for Nonlinear Problem Table 2.2 - Mean Value FOSM Solutions Formulation B Eq. 27 Fy ( ksi ) 40 * B1 ( Z , FV ) ( Z , Fy ) Z ( in3 ) Stress formulation g2 = 16.89 Strength formulation g1 = 912.
Page 28
... Table 2.2 - Mean Value FOSM Solutions Formulation B Eq . 2.11 Eq . 2.12 Strength ( 6 ) Stress ( B2 ) 3.97 5.25 4.28 5.26 2.5 Load Combinations Most structural loads vary with time . If a structural element is subjected to only one time ...
... Table 2.2 - Mean Value FOSM Solutions Formulation B Eq . 2.11 Eq . 2.12 Strength ( 6 ) Stress ( B2 ) 3.97 5.25 4.28 5.26 2.5 Load Combinations Most structural loads vary with time . If a structural element is subjected to only one time ...
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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.