... sufficient to take the beginning part of the load-deflection curve (just ensuring a certain post-buckling path to be reserved ) for investigation After this part, the load-deflection curve could ... the ends is proposed as follows: qcr - 0.063 + 0.1 38 + 0. 083 ~ (8) in which the factor CL 0.96 + 0.16(1 .8 - L/b )4 ; ih and Iv -the horizontal and vertical linear rigidity of the...
Ngày tải lên: 07/07/2014, 06:20
... life of the members (Pennsylvania Department of Transportation 1 988 ) Figure 6-23 Development of maintenance schedule 6-12 Recommended Solutions for Distressed Structures a If a thorough evaluation ... Association of State Highway and Transportation Officials 1996; American Institute of Steel Construction 1994; EM 1110-2-2105) (5) Integrate the crack growth rate expression...
Ngày tải lên: 05/08/2014, 11:20
Erection Bracing of Low-Rise Structural Steel Buildings phần 8 docx
... Hook Length, 68 © 2003 by American Institute of Steel Construction, Inc All rights reserved This publication or any part thereof must not be reproduced in any form without permission of the publisher ... Institute of Steel Construction, Inc All rights reserved This publication or any part thereof must not be reproduced in any form without permission of the publisher PUSH OUT RES...
Ngày tải lên: 08/08/2014, 13:20
Code of Standard Practice for Steel Buildings and Bridges Part 8 pdf
... and use of materials in building construction after World War II, and the increasing demand by Code of Standard Practice for Steel Buildings and Bridges, March 7, 2000 AMERICAN INSTITUTE OF STEEL ... Code of Standard Practice for Steel Buildings and Bridges, March 7, 2000 AMERICAN INSTITUTE OF STEEL CONSTRUCTION 53 7.13.1 The tolerances on posit...
Ngày tải lên: 10/08/2014, 11:21
Steel Designer''''s Manual Part 8 potx
... 91.0 85 .2 81 .5 87 .4 89 .2 79.1 A-a a-b b-c c-d d-e e-f 72.5 72.5 74.3 74.3 71.9 71.9 1 08. 8 1 08. 8 111.5 111.5 107.9 107.9 -106.9 -106.9 -115.3 -115.3 -105.9 -105.9 -97.2 -97.2 -94.4 -94.4 -82 .8 -82 .8 ... -291 .8 -291 .8 -253.1 66 .8 69.7 67.7 78. 0 81 .7 76.2 A-a a-b b-c c-d d-e e-f 275.6 275.6 282 .4 282 .4 273.3 273.3 -77.2 -77.2 -87 .1 -87 .1 -76.4 -76.4 B-a C-b D-c E-d F...
Ngày tải lên: 10/08/2014, 12:21
Structural Steel Designers Handbook Part 8 pdf
... 2.00 1.50 / 1.67 1 .80 0 .85 1.00 / 0.90 0 .85 1.67 1 .80 1.67 0.95 0 .85 0.90 / 0.95 1.67 1 .80 0.95 0 .85 1 .80 1.67 2.00 / 3.00 0 .85 0.90 / 0.95 0.50 / 0.65 250 2.50 2.50 0.90 0 .80 0.90 2.50 2.50 2.50 ... applicable steels, as well several of the plate steels included in Table (A36, A242, A 588 , and A572) A 283 and A529 plate steels are also included, as well as A500 structural tubing...
Ngày tải lên: 10/08/2014, 12:21
Inspection, Evaluation and Repair of Steel Structures Part 8 docx
... structural steel today and is used for both welded and bolted applications b Rivet steel standards (1) Rivet steel was not typically specified by steel grade, but only as structural steel, carbon steel, ... paragraph 8- 2b, repair of cracks is discussed in paragraph 8- 4, and rivet replacement is discussed in paragraph 8- 5 Paragraph 8- 6 discusses several repair exa...
Ngày tải lên: 11/08/2014, 09:20
Structure Steel Design''''s Handbook 2009 part 8 potx
... 10 50 12 48 22 27 31 33 34 37 42 57 35 40 43 45 49 56 77 42 49 53 56 61 70 98 49 58 63 66 72 84 119 29 35 33 36 38 41 47 64 45 50 53 55 59 66 87 54 61 65 68 73 82 110 63 72 77 80 86 98 133 32 ... (SF) 85 90 100 110 120 130 140 150 160 170 10 Ϫ59 ϩ16 Ϫ 68 ϩ19 Ϫ77 ϩ21 87 20 ϩ5 Ϫ19 ϩ6 Ϫ22 ϩ7 Ϫ27 8 Ϫ33 ϩ10 Ϫ39 ϩ12 Ϫ46 ϩ13 Ϫ53 ϩ15 Ϫ61 ϩ 18 Ϫ69 ϩ20 Ϫ 78 ϩ4 Ϫ14 ϩ5 Ϫ16 ϩ6 Ϫ19 ϩ7 Ϫ24 8...
Ngày tải lên: 11/08/2014, 20:21
Hydroblasting and Coating of Steel Structures 2011 Part 8 ppsx
... 2.4 1.2 15.2 1 .8 2.4 4 .8 0 4.2 4.6 2.1 10.3 1.0 0 .8 28. 8 16.0 23.2 17.6 63.5 32.6 15.2 18. 1 58. 9 25.0 30.3 27.6 21.2 26 .8 29.6 20.9 41.3 20.6 42.6 35.0 96.1 31.5 4.4 6 .8 8.3 10 .8 14 .8 16.5 No pre-treatment ... Grit-blasting+ hydroblasting 8. 00 8. 13 8. 87 52.20 55.60 60.27 44.30 44.00 50.17 33.10 32.41 36.73 52.67 57 .83 62.13 22.00 23.73 26.13 Hydroblasting Hydroblas...
Ngày tải lên: 12/08/2014, 02:22
Steel Heat Treatment - Metallurgy and Technologies 2nd ed - G. Totten (CRC_ 2007) 8 pdf
... Structural Data and Microstructures 4 48 7.5.2.1 Structural Data 4 48 7.5.2.2 Microstructures of Nitrided Iron 450 7.5.2.3 Microstructures of Nitrided and Nitrocarburized Steels ... hydrogen and of interstitial and substitional elements in a-iron (From E Hornbogen, Werkstoffe, 2nd ed. , Springer-Verlag, Berlin, 1979.) 10−6 10−10 10 8 10−12 10−10 10−14 10−12 10−16 10−14 in α-Fe ....
Ngày tải lên: 13/08/2014, 05:21
Hydroblasting and Coating of Steel Structures Episode 8 docx
... 2.4 1.2 15.2 1 .8 2.4 4 .8 0 4.2 4.6 2.1 10.3 1.0 0 .8 28. 8 16.0 23.2 17.6 63.5 32.6 15.2 18. 1 58. 9 25.0 30.3 27.6 21.2 26 .8 29.6 20.9 41.3 20.6 42.6 35.0 96.1 31.5 4.4 6 .8 8.3 10 .8 14 .8 16.5 No pre-treatment ... Grit-blasting+ hydroblasting 8. 00 8. 13 8. 87 52.20 55.60 60.27 44.30 44.00 50.17 33.10 32.41 36.73 52.67 57 .83 62.13 22.00 23.73 26.13 Hydroblasting Hydroblas...
Ngày tải lên: 13/08/2014, 16:21
8-Khao sat Quy dao nghiem (18).doc
... (s) = s + 2s + num = [2 1]; den = [1 3]; % Vẽ quỹ đạo nghiệm: rlocus(num,den);title(‘Do loi quy dao nghiem ); % Tìm độ lợi điểm chọn: rlocfind(num,den); Sau nhập xong lệnh, hình Matlab xuất dòng ... Xác đònh hàm truyền : num = [2 1]; den = [1 3]; % Vẽ quỹ đạo nghiệm : rlocus(num,den) title( Quy dao nghiem ) Lệnh SGRID a) Công dụng: Tạo lưới cho quỹ đạo nghiệm biểu đồ cực-zero liên tụ...
Ngày tải lên: 04/08/2012, 14:23