NBS Special Publication, Issues 577-581The Bureau, 1980 |
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Page 11
... flexure against gravity loads on 0.9R > 1.4 D + 1.7 L n - n n while Section 2 of AISC Specifications requires that 1.0 R 2 > 1.7 ( D ( D + L ) n n ( 2.1 ) ( 2.2 ) Note that these are both load and resistance factor design formats ...
... flexure against gravity loads on 0.9R > 1.4 D + 1.7 L n - n n while Section 2 of AISC Specifications requires that 1.0 R 2 > 1.7 ( D ( D + L ) n n ( 2.1 ) ( 2.2 ) Note that these are both load and resistance factor design formats ...
Page 40
... Flexure , Reinforced Concrete , Grade 60 1.05 0.11 Flexure , Reinforced Concrete , Grade 40 1.14 0.14 Flexure , Cast - in - Place Pretensioned Beams 1.06 0.08 Flexure , Cast - in - Place Post - Tensioned Beams 1.04 0.095 Short Columns ...
... Flexure , Reinforced Concrete , Grade 60 1.05 0.11 Flexure , Reinforced Concrete , Grade 40 1.14 0.14 Flexure , Cast - in - Place Pretensioned Beams 1.06 0.08 Flexure , Cast - in - Place Post - Tensioned Beams 1.04 0.095 Short Columns ...
Page 41
... flexure A325 HS Bolts , tension Axially Loaded Column Cold - Formed Steel Braced Beams with stiffened flanges 1.17 0.17 Columns with stiffened flanges 1.07 0.20 Aluminum 1.08 0.12 1.20 0.09 1.08 0.14 Beams , laterally braced Beams ...
... flexure A325 HS Bolts , tension Axially Loaded Column Cold - Formed Steel Braced Beams with stiffened flanges 1.17 0.17 Columns with stiffened flanges 1.07 0.20 Aluminum 1.08 0.12 1.20 0.09 1.08 0.14 Beams , laterally braced Beams ...
Page 42
... flexure , which provides an estimate of the reliability at very large eccentricities . bending , R / R ≈ 3.9 and V ≈ 0.24 . 3.5.4 n R Glulam Members in Bending , Tension and Compression In pure The behavior of glued - laminated ...
... flexure , which provides an estimate of the reliability at very large eccentricities . bending , R / R ≈ 3.9 and V ≈ 0.24 . 3.5.4 n R Glulam Members in Bending , Tension and Compression In pure The behavior of glued - laminated ...
Page 43
Estimates of means and c.o.v. n Additional are presented in Table 3.5 for flexure . data is presented in Table E.4 in the Appendix . One factor which influenced the decision to emphasize glulam data was that the current strength - load ...
Estimates of means and c.o.v. n Additional are presented in Table 3.5 for flexure . data is presented in Table E.4 in the Appendix . One factor which influenced the decision to emphasize glulam data was that the current strength - load ...
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A58 Standard AISC allowable stress Aluminum ANSI Appendix arbitrary point-in-time ASCE assumed axial load Berkeley Brick Masonry Building Code calculated CALIFORNIA LIBRARY coefficient of variation columns computed concrete members 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 material specification N/mm² nominal load nominal resistance normal 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 UNIVERSITY OF CALIFORNIA walls in compression Weibull wind load yield stress