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1⁄4 vanadium columbium calcium alloy steel plates and forgings section viii divisions 1 and 2

ALLOY STEEL – PROPERTIES AND USE pptx

ALLOY STEEL – PROPERTIES AND USE pptx

Kĩ thuật Viễn thông

... radius and bulk modulus being 0.4% and 1. 1%, respectively theory error experiment w0 2. 66 0.4 2. 65 B 16 2. 23 1. 1 15 9 -16 2 c 11 20 3.86 -2. 5 20 7- 21 1 c 12 14 1. 42 4.0 13 5 -13 7 c 31. 22 -14 .5 35-38 c44 13 3 .20 ... 22 26 Ni 14 13 20 10 13 20 theory 40 .1 30.9 38.8 11 .7 18 .4 42. 0 Experiment 467 23 5 315 7. 21 . 5, 25 2.5, 16 . 41. 1 18 4 405 Table Comparison between the calculated and experimental (Vitos et al., 20 08) ... $*kW -1 Kg*kW -1 cm*s -1* cm -2 àA*cm -2 Ohm*cm Ohm*cm MPa % h DOE Targets 20 05 Status 10 0,36
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Báo cáo khoa học: Calcium modulates endopeptidase 24.15 (EC 3.4.24.15) membrane association, secondary structure and substrate specificity pdf

Báo cáo khoa học: Calcium modulates endopeptidase 24.15 (EC 3.4.24.15) membrane association, secondary structure and substrate specificity pdf

Báo cáo khoa học

... 12 .6% 11 .4% 12 .6% 26 .9% 25 .8% 22 .3% 24 .5% 15 .6% 15 .9% 12 .7% 14 .6% 14 .4% 13 .5% 12 .8% 12 .3% 27 .6% 27 .2% 25 .1% 25 .6% changes the enzyme substrate specificity (Table 2) These data suggest that calcium ... EP24 .15 a-Helix TBS WT 42. 4% D93A 44.3% D159A 57.5% D93 ⁄ 15 9A 50.3% TBS + 2. 2 mM Ca2+ WT 38.7% D93A 40 .2% D159A 49 .1% D93 ⁄ 15 9A 47 .1% b-Strand Turn Unordered 13 .9% 14 .7% 10 .6% 12 .3% 14 .3% 12 .6% ... B (19 88) Secreted peptides as regulators of neuron-glia and glia–glia FEBS Journal 27 2 (20 05) 29 78 29 92 ª 20 05 FEBS EP24 .15 membrane association and calcium sensitivity 22 23 24 25 26 27 28 29 ...
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Basic Theory of Plates and Elastic Stability - Part 4 pot

Basic Theory of Plates and Elastic Stability - Part 4 pot

Kiến trúc - Xây dựng

... 6.3 22 5 22 5 21 5 23 5 23 5 22 5 22 5 24 5 26 5 A B C 6.4 6 .2 6 .1 22 5 21 5 20 5 23 5 22 5 21 5 24 5 27 5 29 0 1/ 2 A B C 6.0 5.8 5.7 22 5 21 5 20 5 23 5 22 5 21 5 29 0 320 345 A B C 5.7 5.6 5.4 22 5 21 5 20 5 23 5 22 5 21 5 ... 1. 128 1. 27 0 1. 410 1. 693 2. 257 TABLE 4.3 (mm) 9.5 12 .7 15 .9 19 .1 22 .2 25.4 28 .7 32. 3 35.8 43.0 57.3 Area Weight (in .2 ) (cm2 ) 0 .11 0 .20 0. 31 0.44 0.60 0.79 1. 00 1. 27 1. 56 2. 25 4.00 0. 71 1 .29 ... by factors given in ACI 12 .2. 4 and 12 .2. 5 The factors given in ACI 12 .2. 3 .1 through 12 .2. 3.3 and 12 .2. 4 are required, but the factors in ACI 12 .2. 3.4, 12 .2. 3.5, and 12 .2. 5 are optional The development...
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Basic Theory of Plates and Elastic Stability - Part 1 doc

Basic Theory of Plates and Elastic Stability - Part 1 doc

Cao đẳng - Đại học

... (1. 32) where 16 q0 (1. 33) π mn Substituting Equations 1. 31 and 1. 32 into 1. 28 , we can obtain the expression of Amn to yield Bmn = w= c 19 99 by CRC Press LLC 16 q0 π 6D ∞ ∞ m =1 n =1 mn m2 a2 + n2 ... Et ∂ν0 ∂u0 Nyx + 2 (1 + ν) ∂x ∂y Nx = Ny = Nxy = Mx = −D ∂ w0 ∂ w0 +ν ∂x ∂y (1. 10d) My = −D ∂ w0 ∂ w0 +ν ∂y ∂x (1. 10e) Mxy = Myx = − (1 − ν)D ∂ w0 ∂x∂y (1. 10a) (1. 10b) (1. 10c) (1. 10f) where t is ... = −D ∂ 2w ∂ 2w + ∂y ∂x Mxy = Myx = − (1 − ν)D (1. 7) ∂ 2w ∂ 2w + ∂x ∂y My (1. 6c) ∂ 2w ∂x∂y (1. 10d∼f) Here are six equations for six unknowns Eliminating Vx and Vy from Equations 1. 6c and 1. 7, we...
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Code of Standard Practice for Steel Buildings and Bridges Part 1 pdf

Code of Standard Practice for Steel Buildings and Bridges Part 1 pdf

Kĩ thuật Viễn thông

... Design Drawings and Specifications 11 3 .1 Structural Design Drawings and Specifications 11 3 .2 Architectural, Electrical and Mechanical Design Drawings and Specifications 16 3.3 Discrepancies ... Fabricator 25 Section Materials 26 5 .1 Mill Materials 26 5 .2 Stock Materials 27 Code of Standard Practice for Steel Buildings and Bridges, March 7, 20 00 AMERICAN ... 46 7 .11 Safety Protection 49 7 . 12 Structural Steel Frame Tolerances 51 7 .13 Erection Tolerances 51 7 .14 Correction of Errors 63 7 .15 Cuts, Alterations and Holes...
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Code of Standard Practice for Steel Buildings and Bridges Part 4 docx

Code of Standard Practice for Steel Buildings and Bridges Part 4 docx

Kĩ thuật Viễn thông

... subsequent revisions Code of Standard Practice for Steel Buildings and Bridges, March 7, 20 00 AMERICAN INSTITUTE OF STEEL CONSTRUCTION 20 SECTION SHOP AND ERECTION DRAWINGS 4 .1 Owner Responsibility The ... framing and loading 3 .1. 6 Specific members or portions thereof that are to be left unpainted Code of Standard Practice for Steel Buildings and Bridges, March 7, 20 00 AMERICAN INSTITUTE OF STEEL ... dis- Code of Standard Practice for Steel Buildings and Bridges, March 7, 20 00 AMERICAN INSTITUTE OF STEEL CONSTRUCTION 17 crepancies exist between the structural Design Drawings and the architectural,...
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Microbiologically influenced corrosion (MIC) of stainless steel 304 and copper nickel alloy (70 30) and its inhibition in seawater environments

Microbiologically influenced corrosion (MIC) of stainless steel 304 and copper nickel alloy (70 30) and its inhibition in seawater environments

Cao đẳng - Đại học

... process 7 .2 .1 General Background 17 9 7 .2. 2 Experimental Section 18 0 7 .2. 3 Results and Discussion 18 3 7 .2. 4 Chapter 17 9 Summary 20 9 Conclusions and Further Studies 21 0 8 .1 Conclusions 21 1 8 .2 Further ... O2 (3) OH- OH- Overall reactions: (1) O2 + 2H2O + 4e- → 4OH- (Cathodic) (2) Fe → Fe2+ + 2e- (Anodic) (3) 2Fe2+ + 1/ 2O2 + 5H2O → 2Fe(OH)3 + 4H+ (Tubercle formation) O2 (1) Fe Cathode e 2+ - e (2) ... 20 -40 Aerobic Iron and steel Sphaerotillus 7 -10 20 -40 Aerobic Iron and steel Reduce SO 42- to S 2and H2S (spore formers) Reduce SO 42- to S 2and H2S Oxidize sulfur and sulfide to form H2SO4; damages protective...
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Tài liệu Precision Ground Plates and Flat Bars ppt

Tài liệu Precision Ground Plates and Flat Bars ppt

Kĩ thuật Viễn thông

... 2 910 .2 0 12 .25 .u 2 910 .2 0 12 . 32. u 2 910 .2 0 12 .40.u 2 910 .2 016 .25 .u 2 910 .2 016 . 32. u 2 910 .2 016 .40.u 2 910 .20 20 .25 .u 2 910 .20 20. 32. u 2 910 .20 20.40.u 2 910 .2 5 12 .25 .u 2 910 .2 5 12 . 32. u 2 910 .2 5 12 .40.u 2 910 .2 516 .25 .u ... thread 2 910 2 11 617 ·8 1 ° Order No 2 910 .16 08 .25 .u 2 910 .16 08. 32. u 2 910 .16 10 .25 .u 2 910 .16 10. 32. u 2 910 .16 12. 25.u 2 910 .16 12. 32. u 2 910 .16 16 .25 .u 2 910 .16 16. 32. u 2 910 .2 010 .25 .u 2 910 .2 010 . 32. u 2 910 .2 010 .40.u ... ° 29 00 .16 08 .25 29 00 .16 08. 32 2900 .16 10 .25 29 00 .16 10. 32 2900 .16 12. 25 29 00 .16 12. 32 2900 .16 16 .25 29 00 .16 16. 32 2900 .2 010 .25 29 00 .2 010 . 32 2900 .2 010 .40 29 00 .2 0 12 .25 29 00 .2 0 12 . 32 2900 .2 0 12 .40 29 00 .2 016 .25 ...
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Intel ® Pentium® 4 Processor on 90 nm Process Thermal and Mechanical Design Guidelines docx

Intel ® Pentium® 4 Processor on 90 nm Process Thermal and Mechanical Design Guidelines docx

Kĩ thuật Viễn thông

... Information R Figure 11 Random Vibration PSD 0 .1 3 .13 GRMS (10 minutes per axis) PSD (g ^2/ Hz) (20 , 0. 02) (500, 0. 02) (5, 0. 01) 0. 01 Hz 500 Hz 0.0 01 10 10 0 10 00 Frequency (Hz) 4 .1. 3 .1. 2 Shock Test Procedure ... Description C289 51- 0 01 Part Number(s) Peter Goodman Contact 49-075- 619 837 -28 Peter.Goodman@ ekl-ag.de Sunon Fan Motor and Impeller Assembly PMD 120 8PKB1-A (2) .S.B 511 .F Tom Blaskovich 714 -25 5 020 8 ext 20 6 ... Considerations 16 3 .2 .1. 2 Thermal Interface Material 17 3 .2. 2 System Thermal Solution Considerations 17 3 .2. 2 .1 Chassis Thermal Design Capabilities 17 3 .2. 2 .2 Improving Chassis...
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Báo cáo khoa học: Schizosaccharomyces pombe positive cofactor 4 stimulates basal transcription from TATA-containing and TATA-less promoters through Mediator and transcription factor IIA ppt

Báo cáo khoa học: Schizosaccharomyces pombe positive cofactor 4 stimulates basal transcription from TATA-containing and TATA-less promoters through Mediator and transcription factor IIA ppt

Báo cáo khoa học

... sequence: [gil|6 323 6 82| ref|NP 013 753 .1| ] Sub1p [Saccharomyces cerevisiae] A 50 10 0 15 0 20 0 25 0 29 2 PC4 Query sequence: [gil |19 114 954|ref|NP 5940 42 .1| ] hypothetical protein SPAC16A10. 02 [Schizosaccharomyces ... factor 2C Mol Cell Biol 25 , 22 42 22 59 18 Banerjee S, Kumar BR & Kundu TK (20 04) General transcriptional coactivator PC4 activates p53 function Mol Cell Biol 24 , 20 52 20 62 19 Batta K & Kundu TK (20 07) ... SPAC16A10. 02 [Schizosaccharomyces pombe 972h-] 25 50 75 10 0 12 5 13 6 PC4 Query sequence: [gil|4 814 59 21 | emb|CAG3 318 3 .1| ] PC4 [Homo sapiens] 25 50 75 10 0 12 7 PC4 B C Fig Analysis of the Sc pombe PC4...
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UNIT 6. NETWORKING DOCUMENTS AND DATABASES LESSON 4. DYNAMIC WEBSITES: JAVA SERVER PAGES (JSPS) AND SERVLETSNOTE doc

UNIT 6. NETWORKING DOCUMENTS AND DATABASES LESSON 4. DYNAMIC WEBSITES: JAVA SERVER PAGES (JSPS) AND SERVLETSNOTE doc

Cơ sở dữ liệu

... and other data stored in standard places Servlets are written in Java and follow a wellstandardized API (Application Programming Interface) They can be deployed with almost every commercial and ... confirmed : Price: 6:35 PM Depart Lisbon (LIS) Arrive Tangier (TNG) 11 :05 PM Travelers: Your reservation number is Total $ 328 .30 $656.60 12 34567890 Select the answer of your choice Building a dynamic ... document VALUES (1, 'XML and Database Mapping in NET', 'Niel Bornstein', 'Oct 23 , 20 02' , 'EN', 'PDF', 'D1 - XML and Database Mapping.pdf', 'Continuing his look at NET`s XML processing from a...
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báo cáo hóa học:

báo cáo hóa học: " Initial validation of the Argentinean Spanish version of the PedsQL™ 4.0 Generic Core Scales in children and adolescents with chronic diseases: acceptability and comprehensibility in low-income settings" pdf

Hóa học - Dầu khí

... 76% 14 .5% 9.5% 70% 20 % 10 % 61. 5% 9.5% 29 % 72% 15 % 13 % 7% 24 % 19 % 21 % 3% 26 % 28 (1 60) 8% 29 % 24 % 20 % 3% 16 % 63 (1 84) 16 % 14 % 19 % 18 % 18 % 15 % 89 (1 14 8) 25 % 8% 18 % 20 % 17 % 12 % 95 (2 20 4) 14 % 18 % ... (19 .97) 77.38 (20 .10 ) 71. 76 (22 .06) 69 ( 21 . 24 ) 70 . 12 ( 21 . 24 ) 68.4 (15 . 62) 66.05 (19 .04) 73.67 ( 21 . 95) 65. 72 (22 .4) 71. 25 (17 .18 ) 72. 59 (20 ) 70. 62 (18 . 01) 66 .17 (22 .58) 77.30 ( 21 . 54) 68.65 (20 .55) 0.84 ... Total 82 .19 ( 12 .97) Physical 86 .20 ( 12 .27 ) 73.36 (16 .09) 74.67 (20 .06) < 0.0 01 75.46 (15 .99) 77 .13 (17 .44) 69. 61 (18 .29 ) 67.85 (23 ) 79. 32 (13 .3) 83.98 (14 .23 ) 71. 39 (14 .79) 69. 92 (18 . 82) 66. 92 (18 .8)...
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Báo cáo hóa học:

Báo cáo hóa học: " MPEG-4 Authoring Tool Using Moving Object Segmentation and Tracking in Video Shots" ppt

Báo cáo khoa học

... [6] [7] [8] [9] [10 ] [11 ] [ 12 ] [13 ] [14 ] [15 ] [16 ] [17 ] [18 ] [19 ] [20 ] [ 21 ] [22 ] EURASIP Journal on Applied Signal Processing tional Symposium on Circuits and Systems (ISCAS 20 00), pp 465–468, ... other values of this parameter as well 600 diff(x, x − 1) 500 400 300 3 .1 20 0 10 0 10 19 28 37 46 55 64 73 82 91 100 10 9 11 8 12 7 Frame number Figure 2: Absolute difference of consecutive DC images applied ... pp 25 0 26 8, 19 96 [30] ISO/IEC JTC1/SC29/WG 11 N25 02, FDIS of ISO/IEC 14 49 62, “Generic coding of audio-visual object: Part 2 Visual,” (MPEG-4), November 19 98 [ 31] ISO/IEC 14 496-5, “ISO/IEC 14 496-5...
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UFC 3-310-07A 19 COLD-FORMED LOAD BEARING STEEL SYSTEMS AND MASONRY VENEER/STEEL STUD WALLS. [UNIFIED FACILITIES CRITERIA (UFC)] (June 2006) docx

UFC 3-310-07A 19 COLD-FORMED LOAD BEARING STEEL SYSTEMS AND MASONRY VENEER/STEEL STUD WALLS. [UNIFIED FACILITIES CRITERIA (UFC)] (June 2006) docx

Kĩ thuật Viễn thông

... 2 -10 2 -1 2 -1 2- 2 2- 2 2- 2 2- 3 2- 3 2- 8 2 13 2 -13 NOISE AND VIBRATION CONTROL FOR ENGINE INSTALLATIONS Engine noise control ... 1 4 1- 1 1- 1 1- 1 1- 2 SOUND ANALYSIS PROCEDURE Contents of chapter 2 1 General procedure ... horsepower), and A, B, C, and D are correction terms (in dB), given in table 2 1 In table 2 1, “Base PWL” equals 93 + 10 log (rated hp) Octave-band PWLs can be obtained by subtracting the table 2 2 values...
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ASTM A 53_SPECIFICATION FOR PIPE, STEEL, BLACK AND HOT-DIPPED, ZINC-COATED, WELDED AND SEAMLESS SA-53/SA-53M ppt

ASTM A 53_SPECIFICATION FOR PIPE, STEEL, BLACK AND HOT-DIPPED, ZINC-COATED, WELDED AND SEAMLESS SA-53/SA-53M ppt

Kiến trúc - Xây dựng

... 31 31 31 31 30 30 30 30 30 29 29 29 29 29 28 28 28 27 27 27 27 26 26 25 25 25 24 24 23 22 22 21 20 19 17 15 26 25 25 25 25 25 25 24 24 24 24 24 24 23 23 23 23 22 22 22 22 21 21 21 20 20 20 19 ... 19 0 19 9 18 0 18 9 17 0 17 9 16 0 16 9 15 0 15 9 14 0 14 9 13 0 13 9 12 0 12 9 11 0 11 9 10 0 10 9 90–99 80–89 70–79 60–69 50–59 40–49 30–39 26 .3 and greater 25 .3 26 .2 24 .2 25 .2 23 .2 24 .1 22 .1 23 .1 21 . 1 22 .0 20 .0– 21 . 0 ... 33 33 33 33 33 33 33 32 32 32 32 32 32 32 31 29 29 29 29 29 29 29 29 29 29 29 29 28 28 28 28 28 28 28 28 28 28 27 27 27 27 27 27 27 27 27 26 26 26 26 26 26 26 (continued) 19 7 COPYRIGHT American...
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Designation: A 53/A 53M – 01 - Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless1 pdf

Designation: A 53/A 53M – 01 - Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless1 pdf

Kiến trúc - Xây dựng

... 32 32 32 32 32 32 32 31 31 31 31 31 30 30 30 30 30 29 29 29 29 29 28 28 28 27 27 27 27 26 26 25 25 25 24 24 23 22 22 21 20 19 17 15 29 29 29 28 28 28 28 28 28 28 28 28 28 27 27 27 27 27 27 27 ... 27 27 27 27 27 27 27 27 26 26 26 26 26 26 26 26 25 25 25 25 25 25 24 24 24 24 24 24 23 23 23 23 22 22 22 22 21 21 21 20 20 20 19 19 18 18 17 16 16 14 12 A 53/A 53M TABLE X4 .2 Elongation Values ... 1. 360 1. 5 62 1. 8 12 2. 000 2 . 12 5 [mm] [mm] L1 27 18 18 14 14 1 2 11 11 1 2 11 1 2 11 1 2 8 8 8 8 8 8 Coupling Total Length, in L2 [4 .10 21 ] [5.78 61] [6.096] [8 . 12 8] [8. 611 ] [10 .16 0] [10 .668] [10 .668] [11 .074]...
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Basic Theory of Plates and Elastic Stability - Part 31 pdf

Basic Theory of Plates and Elastic Stability - Part 31 pdf

Kiến trúc - Xây dựng

... newton, N kilogram, kg 1. 1 0 12 21 9.463 529 5. 029 21 0 4.84 813 7 9.9 726 96 9 .29 0304† 2. 916 667 1. 016 047 1. 000000† 3. 516 800 2. 8 316 85 9.0 718 47 1. 328 939 watt hour, Wh yard, yd square yard, yd2 cubic yard, yd3 ... m/s2 lux, lx candela per square meter, cd/m2 joule, J watt, W 3.048000† E Ϫ 01 1.0763 91 3. 426 259 E ϩ 01 E ϩ 00 1. 355 818 2. 259697 E ϩ 00 E Ϫ 02 watt, W 1. 355 818 E ϩ 00 joule, J 4. 21 4 011 E Ϫ 02 ... 01 1.609344† E ϩ 00 1. 000000† E ϩ 02 1. 33 322 E ϩ 02 E Ϫ 04 E ϩ 01 E ϩ 01 E Ϫ 02 radian, rad second, s second, s kilogram, kg 2. 9088 82 6.000000† 5.983 617 2. 8349 52 kilogram, kg 3 .11 0348 E Ϫ 02...
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