Erection Bracing of Low-Rise Structural Steel Buildings phần 3 ppsx
Quantitative aspects of ruminant digestion and metabolism - Phần 3
... (ed.)Rumen Microbial Metabolism and Ruminant Digestion. INRA Editions, Paris,pp. 35 3 35 5.Czerkawski, J.W. and Breckenridge, G. (1977) Design and development of a long-termrumen simulation ... (19 83) Evaluation of a mathematical model of rumen digestion and an in vitro simulation of rumenproteolysis to estimate the rumen-undegraded nitrogen content of feedstuffs. Brit-ish Journal of ... Comparative digestion of herbage by two breeds of sheep: effects of grass maturity stage and level of intake. Animal Science 73, 5 13 522.Madsen, J. and Hvelplund, T. (1994) Prediction of in situ...
- 35
- 432
- 0
Tài liệu Manual on the Production and Use of Live Food for Aquaculture - Phần 3 ppt
... 250 - 30 0 0 .37 92 - 110 30 0 - 35 0 0 .33 100 - 117 35 0 - 400 0 .30 105 - 120 400 - 450 0.27 107 - 120 450 - 500 0. 23 105 - 117 > 500 0.25 125 > 1200 0.20 240 Furthermore, all efforts ... plicatilis. 3. 5 .3. Culture procedures 3. 5 .3. 1. Stock culture of rotifers 3. 5 .3. 2. Upscaling of stock cultures to starter cultures 3. 5 .3. 3. Mass production on algae 3. 5 .3. 4. Mass production on algae ... stable and less exposed to fast decrease by starvation. 3. 7. Production and use of resting eggs For the mass rearing of rotifers as larval food the amictic way of reproduction (see 3. 3.)...
- 30
- 553
- 1
Erection bracing of low-rise structural steel buildings doc
... practice of design and construction of low-rise buildings. In manyinstances, for example, the lateral bracing systems for low-rise buildings contain elements which are not in thescope of the steel ... in Para-graph M4.2 of the AISC Specification for Structural Steel Buildings and in Section 7 of the AISC Code of Standard Practice for Steel Buildings and Bridges.To a great extent the need ... http://www.simpopdf.com ERECTION BRACING OF LOW RISE STRUCTURAL STEEL BUILDINGS 1. INTRODUCTIONThis guide is written to provide useful informationand design examples relative to the design of temporarylateral...
- 80
- 518
- 0
Hiệu Ứng Chữ Phim “Clash of the Titans” trong Photoshop (phần 1) ppsx
... chỉnh sửa text. Đầu tiên, là chữ A trong từ “Clash . Sau đó, là chữ F của từ Of và T– E của chữ The . Sau đó, chỉnh sửa từ Titans” bằng cách thay đổi chữ T và chữ A. Sử dụng hình ảnh bên ... document. Điều đó sẽ tạo nên một hiệu ứng Blur thật xinh xắn, nhanh hơn nhiều so với Zoom Blur trong Photoshop. Bước 7 Sao chép các từ “Clash of the từ Illustrator sang Photoshop. Chúng ta sẽ thực ... Blend Mode của layer đám mây sang Color Dodge. Sau đó, vào Layer> Layer Mask> Reveal All. Trong layer palette, nhấp chuột lên thumb mask của layer và vào Filter>Render>Clouds để gắn...
- 6
- 397
- 0
Erection Bracing of Low-Rise Structural Steel Buildings phần 1 pdf
... publisher. TABLE OF CONTENTS ERECTION BRACING OF LOW RISE STRUCTURAL STEEL BUILDINGS 1. INTRODUCTION 1 1 .1 Types of Systems 1 1.2 Current State of the Art 1 1.3 Common Fallacies 2 1. 4 Use of This ... 10 4.2 Column Bases 11 4.2 .1 Fracture of the Fillet Weld Connectingthe Column to the Base Plate 11 4.2.2 Bending Failure of the Base Plate 13 4.2.3 Rupture of Anchor Rods 15 4.2.4 Buckling of ... practice of design and construction of low-rise buildings. In manyinstances, for example, the lateral bracing systems for low-rise buildings contain elements which are not in thescope of the steel...
- 10
- 398
- 0
Erection Bracing of Low-Rise Structural Steel Buildings phần 2 pdf
... the anchor rods to the center of the shim stack. See Figure 4.14. See discussion of theuse of shims at the beginning of this section.â 20 03 by American Institute of Steel Construction, Inc. All ... Anchor RodsFig. 4 .2 Bending Failure of Base PlateFigures 4.1 through 4.11 shown below represent each of the failure modes.Fig. 4.1 Fracture of Weldâ 20 03 by American Institute of Steel Construction, ... four inches of weld length at the corner of theHSS can be used for the calculation of in Eq. 4-6.Thus:Eq.4-94 .2. 3 Rupture of Anchor RodsA tension rupture of the anchor rods is often ob-served...
- 10
- 354
- 0
Erection Bracing of Low-Rise Structural Steel Buildings phần 3 ppsx
... example.Spanft. 30 35 4045505560Top21/2 3 2211--Chord 3 64 3 222-Angle 31 /21297544 3 Leg Length, (in.)418 13 1086545 43 32241916 13 116745542 33 272219Spanft. 30 35 4045505560Top ... SeatDesignStrength(kips) 30 101522 30 30 ControllingElementBoltsFramingAnglesFramingAnglesFramingAnglesBoltsBoltsSpan(ft.)2025 30 35 404550JoistDesig-nation10K114K118K320K420K526K528K7Rows of Bridging22 3 3444AllowableLoad(kips)6.04.04.0 3. 54.04.04.0Span(ft.)2025 30 35 404550JoistDesig-nation10K114K118K320K420K526K528K7Rows of Bridging22 3 3444DesignStrength(kips)11.07.07.06.07.07.07.01. ... psfFu = (1 .3) (9.8) =12.74 psfMu = Fuh2/2 = (12.74)(25)2/2 = 3. 981 ft lbs.= 3. 98 ft kips 3. 98 < 8.9 o.k.40 foot column calculations: 23 â 20 03 by American Institute of Steel Construction,...
- 10
- 356
- 0
Erection Bracing of Low-Rise Structural Steel Buildings phần 4 pot
... psiNominalDiameterinches3/87/161/29/165/83 /4 7/81ApproximateWeightlbs./ft.0. 24 0.320 .42 0.530.660.951.291.68ApproximateMetallicAreain.20.0570.0770.1010.1280.1580.2270.3 54 0 .40 4NominalBreakingStrength1lbs.12,20016, 540 21 ,40 027,00033 ,40 0 47 ,600 64, 40083,6008x19 (W) Classification/Bright (Uncoated),Fiber Core, Improved Plow Steel, E = 9,000,000 ... psiNominalDiameterinches3/87/161/29/165/83 /4 7/81ApproximateWeightlbs./ft.0.260.350 .46 0.590.721. 04 1 .42 1.85ApproximateMetallicAreain.20.0660.0900.1180. 149 0.1 84 0.2 64 0.3600 .47 0NominalBreakingStrength1lbs.15,10020 ,40 026,60033,600 41 ,20058,80079,600103 ,40 06x37 ... Manual of Steel Construction, Volume II ( 14) and [ASD] Manual of Steel Construction, "Volume II – Connections" (13). 4. 6 DiaphragmsRoof or floor deck can be used during the erection process...
- 10
- 401
- 0
Erection Bracing of Low-Rise Structural Steel Buildings phần 5 pps
... (1.7)2706 .5 in.20. 85 (1) 706 .5 (4) ( 350 0)1/2 (1/1000)142.1 kips142.1 ữ 4 = 35. 5 kips per rodDesign strength in shear:0. 75( 0.7 85) 58 = 34.1 kips0. 85 (800) (0.7 85) (1) ( 350 0) (1/1000)= 31 .5 kipsCombining ... 1.6 25 in.r = 0. 25 (d) = 0. 25( 1) = 0. 25 in.kL/r = 1(1.6 25) 70. 25 = 6 .5 = 30 .53 ksi per LRFD Table 3-36Bending:Moment arm = 0 .5 (3 - (0.3 75 + 1)) = 0.81 in.Mu = 3.1 (0.81) = 2478 in lb. = 2 .5 ... Sec-tion 4.2 .5. Design strength in shear using the procedure and nota-tion in UBC-94:Vss = 0. 75 Abf' sVss = 0. 75( 0.7 85) 58 = 34.1 kips0. 85( 800)(0.7 85) (1)( 350 0)1/2 (1/1000)=31 .5 kipsVu...
- 10
- 307
- 0
Erection Bracing of Low-Rise Structural Steel Buildings phần 6 pptx
... 7.1 Erection Plan 56 â 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 ... in.C30451W12X651.012X12 6. 0X6.0X15Anchor Rods with Leveling NutsAnchor Rod, Diameter, in.Anchor Pattern, in. x in.Hooked or NuttedEmbedment, in.Cover Below Anchor, in.0.7515X153 in. Hook 6 6Anchor ... in.C50451W12X651.2512X12 6. 5X6.5X 16 Anchor Rods with Leveling NutsAnchor Rod, Diameter, in.Anchor Pattern, in. x in.Hooked or NuttedEmbedment, in.Cover Below Anchor, in.1.015X154 in. Hook 6 9Anchor...
- 10
- 255
- 0
Erection Bracing of Low-Rise Structural Steel Buildings phần 7 potx
... American Institute of Steel Construction, Chicago, Illinois11. Fisher, James M. and West, Michael A., " ;Erection Bracing of Structural Steel Frames", Proceedings,National Steel Construction ... Depart-ment of Transportation, Sacramento, California10. Fisher, James M., "Industrial Buildings - Roof toColumn Anchorage", AISC Steel Design GuideSeries, No. 7, 1993, American Institute of ... Fig. 7. 2 Initial Braced BoxFig. 7. 3 Build Out from Initial Box 57 â 2003 by American Institute of Steel Construction, Inc. All rights reserved.This publication or any part thereof must not...
- 10
- 355
- 0
Erection Bracing of Low-Rise Structural Steel Buildings phần 8 docx
... 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. Table A-11 Tension Resistance of ... 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. BENDING ... 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. Table A-17...
- 10
- 252
- 0
.NET Framework Solution In Search of the Lost Win32 API phần 3 ppsx
... on the GetWindowText() function to display the name of the window in a textbox on the dialog. The use of an IntPtr as one of the inputs is hardly surprising, because itcontains the handle to the ... while reducing the performance overhead of interacting with the DLL.Chapter 6 begins a new phase of this book. Rather than look at the technologies involved in working with the Win32 API, we’ll ... of the EnumWindows example presented earlier in the chapter. However, instead of placing all of the Win32 API code within the dialog−based application, it willappear within a wrapper DLL. The...
- 43
- 851
- 0
aisc design guide 10 - erection bracing of low-rise structural steel buildings
... Steel Design Guide Series Erection Bracing of Low-Rise Structural Steel Buildings Steel Design Guide Series Erection Bracing of Low-Rise Structured Steel Buildings James M. ... thereof must not be reproduced in any form without permission of the publisher.TABLE OF CONTENTS ERECTION BRACING OF LOW RISE STRUCTURAL STEEL BUILDINGS 1. INTRODUCTION 11.1 Types of Systems ... informationand design examples relative to the design of temporarylateral support systems and components for low-rise buildings. For the purpose of this presentation, low-rise buildings are taken...
- 83
- 612
- 3
aisc design guide 10 - errata - erection bracing of low-rise structural steel buildings
... Revision and Errata List, March 1, 2003 AISC Design Guide 10: Erection Bracing of Low-Rise Structural Steel Buildings The following editorial corrections ... force.A check of PA effects is not necessary for permanent di-agonal bracing used as part of the temporary bracing scheme.Lastly, the column on the compression side of the diago-nally braced ... connections. Because of the number of variables that can occur with deck dia-phragms in practice, no general guidelines are presentedhere. The designer of the temporary bracing system issimply...
- 2
- 532
- 1
Từ khóa: tài liệu autocad structural detailing 2012 phần 3giáo án tiếng anh lớp 7 phần 3 ppsxuse of structural steel in buildingsthe use of structural steel in buildingbs 449 specification for the use of structural steel in buildingspecification for the use of structural steel in buildingproperties of structural steel and aluminum shapesstress strain behavior of structural steel1—media that promote stress corrosion cracking of structural steel flis 1979handbook of comparative world steel standardshandbook of comparative world steel standards 3rd edition pdfjohn e bringas handbook of comparative world steel standardshandbook of comparative world steel standards ds67chandbook of comparative world steel standards ebookhandbook of comparative world steel standards 3rd editionNghiên cứu sự biến đổi một số cytokin ở bệnh nhân xơ cứng bì hệ thốngBáo cáo quy trình mua hàng CT CP Công Nghệ NPVMột số giải pháp nâng cao chất lượng streaming thích ứng video trên nền giao thức HTTPđề thi thử THPTQG 2019 toán THPT chuyên thái bình lần 2 có lời giảiGiáo án Sinh học 11 bài 13: Thực hành phát hiện diệp lục và carôtenôitNGHIÊN CỨU CÔNG NGHỆ KẾT NỐI VÔ TUYẾN CỰ LY XA, CÔNG SUẤT THẤP LPWAN SLIDEQuản lý hoạt động học tập của học sinh theo hướng phát triển kỹ năng học tập hợp tác tại các trường phổ thông dân tộc bán trú huyện ba chẽ, tỉnh quảng ninhTrả hồ sơ điều tra bổ sung đối với các tội xâm phạm sở hữu có tính chất chiếm đoạt theo pháp luật Tố tụng hình sự Việt Nam từ thực tiễn thành phố Hồ Chí Minh (Luận văn thạc sĩ)Phát triển du lịch bền vững trên cơ sở bảo vệ môi trường tự nhiên vịnh hạ longNghiên cứu tổng hợp các oxit hỗn hợp kích thƣớc nanomet ce 0 75 zr0 25o2 , ce 0 5 zr0 5o2 và khảo sát hoạt tính quang xúc tác của chúngĐịnh tội danh từ thực tiễn huyện Cần Giuộc, tỉnh Long An (Luận văn thạc sĩ)Thơ nôm tứ tuyệt trào phúng hồ xuân hươngThiết kế và chế tạo mô hình biến tần (inverter) cho máy điều hòa không khíQuản lý nợ xấu tại Agribank chi nhánh huyện Phù Yên, tỉnh Sơn La (Luận văn thạc sĩ)BT Tieng anh 6 UNIT 2Tranh tụng tại phiên tòa hình sự sơ thẩm theo pháp luật tố tụng hình sự Việt Nam từ thực tiễn xét xử của các Tòa án quân sự Quân khu (Luận văn thạc sĩ)Giáo án Sinh học 11 bài 15: Tiêu hóa ở động vậtGiáo án Sinh học 11 bài 14: Thực hành phát hiện hô hấp ở thực vậtGiáo án Sinh học 11 bài 14: Thực hành phát hiện hô hấp ở thực vậtQUẢN LÝ VÀ TÁI CHẾ NHỰA Ở HOA KỲ