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 9
... Components • D. Masonry Structures E. Glued - Laminated and Other Heavy Timber Structures F. Computer Program · • • 5855 5555 59 59 61 68 • 75 ✓ · 85 85 ✓ 86 • 91 93 · 96 99 • 100 102 · 104 107 127 • • 147 • 171 • • • 194 • 210 A58 ...
... Components • D. Masonry Structures E. Glued - Laminated and Other Heavy Timber Structures F. Computer Program · • • 5855 5555 59 59 61 68 • 75 ✓ · 85 85 ✓ 86 • 91 93 · 96 99 • 100 102 · 104 107 127 • • 147 • 171 • • • 194 • 210 A58 ...
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... of 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.
... of 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.
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... components and connections against various limit states specification dealing with the particular structural material ... component ) due to the loading from different structural loads ( e.g. , dead load , live load due to occupancy ...
... components and connections against various limit states specification dealing with the particular structural material ... component ) due to the loading from different structural loads ( e.g. , dead load , live load due to occupancy ...
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... component is judged to have failed in its capacity to carry load ; and ( 2 ) serviceability limit states under which the function of the building is impaired . The recommendations in this report are confined to the ultimate limit states ...
... component is judged to have failed in its capacity to carry load ; and ( 2 ) serviceability limit states under which the function of the building is impaired . The recommendations in this report are confined to the ultimate limit states ...
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... components and their attachment ; b ) excessive local damage ( cracking or splitting , spalling , local yielding or slip ) c ) affecting appearance , use or durability of the structure ; excessive vibration affecting the comfort of the ...
... components and their attachment ; b ) excessive local damage ( cracking or splitting , spalling , local yielding or slip ) c ) affecting appearance , use or durability of the structure ; excessive vibration affecting the comfort of 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.