Erection Bracing of Low-Rise Structural Steel Buildings phần 2 pdf
Quantitative aspects of ruminant digestion and metabolism - Phần 2
... 10.0 4 62 265 2. 66 26 .48.9 420 26 7 2. 88 29 .9Hay ỵ concentrates 11.3 4 62 MA 20 3 2. 04 18.0van’t Klooster and 9>>>=>>>;9>>>=>>>;10.5 420 175 ... (19 82) 49b11 .2 30 19.5 54.6 3 .29 Leng et al. (1984) 54b9.1 25 16.0 45.7 4.06Control 54b15.6 42 19 .2 83.5 4.01Monensin 41c 12. 8 51 26 .5 109.0 2. 86Punia (1988) 60d10.7 43 29 .1 83.6 2. 26*TT, ... (h)5-Pool 3-PoolRumen RumenParticlepoolParticlepool1.00.85.60.80.40.514.40.80.8 15.6 40.9 15.6 40.9 27 . 526 .714.614.614.6 20 .2 23.0 24 .9 28 .938.4 21 .039.60.71.60.3 2. 40 .2 0.84.80.50.160.1Total...
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Tài liệu Manual on the Production and Use of Live Food for Aquaculture - Phần 2 doc
... reduce the need for on- site algal production, including the use of preserved algae, micro-encapsulated diets, and yeast-based feeds. To date, the requirement for live algae in the mass -production ... influenced by food ration and the optimal ration for maximum growth depends upon the species and culture conditions of the algae making up the diet, and the bivalve culture conditions. Under practical ... Neaubouer 2. 104 0.1 2 0-4 0 (phase) 2- 3 0 104 -1 07 Petroff Houser 2. 105 0. 02 4 0-1 00 0. 5-5 104 -1 08 Cellular volume is measured by centrifuging samples and measuring the volume of the concentrated...
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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...
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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...
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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...
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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,...
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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...
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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...
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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...
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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...
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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...
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Java software solutions foundations of program design 4th edition phần 2 pdf
... language.figure 2. 11 Some packages in the Java standard class libraryPackage Provides support to java. applet java. awt java. beans java. io java. lang java. math java. net java. rmi java. security Create programs ... through an instance (an object) of the class. 2. 20 A Java applet is a Java program that can be executed using a Webbrowser. Usually, the bytecode form of the Java applet is pulledacross the ... 120 CHAPTER 2 objects and primitive dataexercises 2. 1 Explain the following programming statement in terms of objectsand the services they provide:System.out.println (“I gotta be me!”); 2. 2...
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a history of modern computing 2nd edition phần 2 pdf
... carried Computing Comes of Age, 1956–1964 71 quality of ‘‘random access’’: that any piece of data was as accessible asany other, in contrast to the sequential retrieval of a datum from a deck of ... two decades later, inthe form of automatic teller machines, bar-coded products scanned atsupermarket and retail check-out stations, and massive financial andpersonal databases maintained by ... von Neumann, emphasized the advantages of a pure binary design, with a parallel memory that could read andwrite all the bits of a word at once, using a storage device designed atRCA called the...
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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...
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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...
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