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Subsidies and loans to new renewable energy developments totalled won 25.4 billion in 1996. This conclusion is based on group comparisons that consistently show small differences between the average adjustment level of children in first-marriage families and the average level for children whose parents have divorced. The LAC Debt Group's main objective is to strengthen the capacity of governments to manage public debt and to foster better management practices through the continuous sharing of experiences across countries and technical discussions.

Pages: 272

Publisher: Wiley; 1 edition (January 15, 1997)

ISBN: 0471292648

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The remaining parts of the Eurocode will cover bridges and plated structures, towers, masts and chimneys, tanks, silos and pipelines, piling, crane structures, marine and maritime structures, agricultural structures and fire resistance. xii PREAMBLE US codes on steel Fu thickness Steel type Carbon ASTM designation A36 A529 Grade 42 Grade 50 A441 Fy (ksi)* 32 36 42 50 40 42 46 50 42 50 60 65 42 46 50 42 46 50 90 100 70 Common usage (ksi)* 58–80 58–80 60–85 70–100 60 63 67 70 60 65 75 80 63 67 70 63 67 70 100–130 110–130 110–190 (in.)† Over 8 To 8 To 0·5 To 1·5 4–8 1·5–4 0·75–1·5 To 0·75 To 6 To 2 To 1·25 To 1·25 1·5–4 0·75–1·5 To 0·75 5–8 4–5 To 4 2·5–6 To 2·5 To 4 General; buildings General; buildings Metal building systems Metal building systems Welded construction Welded construction Welded construction Welded construction Buildings; bridges Buildings; bridges Buildings; bridges Buildings; bridges Bridges Bridges Bridges Weathering steel Weathering steel Weathering steel bridges Plates for welding Plates for welding Plates for welding Highstrength low-alloy Corrosion resistant highstrength, low-alloy Quenched and tempered low-alloy Quenched and tempered alloy † A572 Grade 42 Grade 50 Grade 60 Grade 65 A242 A588 A514 A852 * ksi = kips/in.2 1 inch = 25·4 mm Cold-formed A570 Sections A to E Hot and cold-rolled steel Cold-rolled sheet steel For cold-formed sections Hot-formed Welded and seamless tubing All above Combinations A609 A611 Grade A to E A618 Grade A to E A709 Grade 36 Grade 50 Grade 100 Buildings and bridges Sheets, strips, coils, cut lengths Building and bridges General purpose Buildings and bridges Welded and bolted Construction, alloy steel Plates for welded construction Bolted construction, etc. xiii STRUCTURAL DETAILING IN STEEL List of comparative symbols Parameter (common) Area Cross-sectional area of steel section Shear area (sections) Breadth of section Outstand of flange Stiff bearing length Depth of section Depth of web Modulus of elasticity of steel Eccentricity Ultimate applied axial load Shear force (sections) Second moment of area about the major axis Second moment of area about the minor axis Length of span Effective length Larger end moment Maximum moment on the member or portion of the member under consideration Buckling resistance moment (lateral torsional) Moment capacity of section about the major and minor axes in the absence of axial load Eccentricity moment Mid-span moment on a simply supported span equal to the unrestrained length Ultimate moment Maximum moment occurring between lateral restraints on a beam Equivalent uniform moment Equivalent uniform moment factor Slenderness correction factor Compression resistance of column Ultimate web bearing capacity Shear capacity of a section Bending strength Compressive strength Buckling resistance of an unstiffened web Design strength of steel Radius of gyration of a member about its major and minor axes Plastic modulus about the major and minor axes Thickness of a flange or leg Thickness of a web or as otherwise defined in a clause Buckling parameter of the section Slenderness factor for beam Torsional index of section Elastic modulus about the major and minor axes Ratio of smaller to larger end moment Overall load factor Load variation factor: function of l1 and l2 Material strength factor xiv AISC A A, As – B – – h T E e P V, F Ix Iy L Lef Mz Mmax Mb – Me Ms Mu Ms – – – P, F, N Pcr v, s Fb Fc Pwc Fy x, y s, z t, d t – – – s – – – – BS 5950 A Ag Av B b b1 D d E e Fc Fv Ix Iy L LE M MA, Mmax Mb Mcz, Mcy Me Mo Mu Mx M m n Pc Pcrip Pv Pc fc Pw Py x, EC3 A Ag Av B, b – – d, h d E e P, W V Ix Iy L, l Le M Mmax Mbz,Rd Mcx, Mcy Me Ms Mu M – – – N Ncr S Pc fc Pw Py iyy, izz wx, wy t, T t – – – wel – f y sx, sy T t u x zx, zy f l m – m PREAMBLE Parameter (common) Ratio M/Mo that is the ratio of the larger end moment to the midspan moment on a simply supported span Deflection Constant (275/Py)1/2 Slenderness, that is the effective length divided by the radius of gyration Equivalent slenderness Accidental action Area Bolt force Capacity; fixed value; factor Damage (fatigue assessment) Modulus of elasticity Effect of actions Action Force Permanent action Shear modulus Total horizontal load or reaction Stiffness factor (I/L) Variable action Resistance; reaction internal forces and moments (with subscripts d or k) Stiffness (shear, rotational. .. stiffness with subscripts) Torsional moment; temperature Shear force; total vertical load or reaction Section modulus Value of a property of a material Difference in. .. (precedes main symbol) Distance; geometrical data Throat thickness of weld Area ratio Distance; outstand Diameter; depth; length of diagonal Eccentricity; shift of centroidal axis Edge distance; end distance Strength (of a material) Gap; width of a tension field Height Radius of gyration; integer Coefficient; factor Ratio of normal forces or normal stresses Number of . The Flexible Enterprise: How read here

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