Specification for structural steel buildings ANSI AISC 360 10 dnl12471

aisc design guide 10 - erection bracing of low-rise structural steel buildings

aisc design guide 10 - erection bracing of low-rise structural steel buildings
... Steel Design Guide Series Erection Bracing of Low-Rise Structured Steel Buildings James M Fisher, PhD, P E and Michael A West, P E Computerized Structural Design Milwaukee, ... permission of the publisher TABLE OF CONTENTS ERECTION BRACING OF LOW RISE STRUCTURAL STEEL BUILDINGS 4.3 INTRODUCTION 1.1 1.2 1.3 1.4 Types of Systems Current State of the ... any, the weight of soil overburden, if any, and the length of Pier 1 '-4 " x 1 '-4 " with - #6 Vert, and #3 Ties @ 12" o/c Footing 6 '-0 " x 6 '-0 " x l '-3 " © 2003 by American Institute of Steel Construction,...
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aisc design guide 10 - errata - erection bracing of low-rise structural steel buildings

aisc design guide 10 - errata - erection bracing of low-rise structural steel buildings
... than the bracing force of 38 kips for which the permanent bracing is designed One bolt in each angle is adequate to resist the temporary bracing force in the diagonal The permanent bracing connections ... LRFD Manual of Steel Construction, Volume II (14) and [ASD] Manual of Steel Construction, "Volume II – Connections" (13) 4.6 Diaphragms Roof or floor deck can be used during the erection process ... sidelap connections Because of the number of variables that can occur with deck diaphragms in practice, no general guidelines are presented here The designer of the temporary bracing system is simply...
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Erection bracing of low-rise structural steel buildings doc

Erection bracing of low-rise structural steel buildings doc
... practice of design and construction of low-rise buildings In many instances, for example, the lateral bracing systems for low-rise buildings contain elements which are not in the scope of the steel ... without permission of the publisher Simpo PDF Merge and Split Unregistered Version - http://www.simpopdf.com TABLE OF CONTENTS ERECTION BRACING OF LOW RISE STRUCTURAL STEEL BUILDINGS 4.3 INTRODUCTION ... supports is identified in Paragraph M4.2 of the AISC Specification for Structural Steel Buildings and in Section of the AISC Code of Standard Practice for Steel Buildings and Bridges Cantilever Construction:...
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Erection Bracing of Low-Rise Structural Steel Buildings phần 1 pdf

Erection Bracing of Low-Rise Structural Steel Buildings phần 1 pdf
... permission of the publisher TABLE OF CONTENTS ERECTION BRACING OF LOW RISE STRUCTURAL STEEL BUILDINGS 4.3 INTRODUCTION 1. 1 1. 2 1. 3 1. 4 Types of Systems Current State of the ... 11 4.2 .1 Fracture of the Fillet Weld Connecting the 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 the ... practice of design and construction of low-rise buildings In many instances, for example, the lateral bracing systems for low-rise buildings contain elements which are not in the scope of the steel...
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Erection Bracing of Low-Rise Structural Steel Buildings phần 2 pdf

Erection Bracing of Low-Rise Structural Steel Buildings phần 2 pdf
... requirements of ACI 318 or ACI 530 as appropriate The wall itself should be properly braced to secure it against loads imposed during the erection of the steel framing The erection operation, sequence of ... length in the absence of the flange bracing The resistance of strut and tie members must be evaluated with the lateral bracing in place at the time of load application Diagonal Bracing Permanent ... between the column base and the base plate are often found after an erection collapse In the majority of cases the fractures © 20 03 by American Institute of Steel Construction, Inc All rights reserved...
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Erection Bracing of Low-Rise Structural Steel Buildings phần 3 ppsx

Erection Bracing of Low-Rise Structural Steel Buildings phần 3 ppsx
... bracing: 2(2) < X ½ X ¼ w/(4 ) ¾ " dia A325N Bolts Permanent brace force: 38 kips Wind speed: 75 mph Exposure: B Determination of wind load: 30 12 18 43 74 35 13 42 F 32 24 55 40 45 50 55 - 60 - - 10 ... P1+P2 + P3 Check Pier Area: P1 = 65(40)7 1000 = 2.6 kips (Column) A e = 16(16) = 256 in.2 (Controls) P2 = 0.15(1 .33 )1 .33 (3) = 0.8 kips (Pier) Note that edge distance will not control P3 = 0.15(1.25)6(6) ... Table 2, for a W12x65 with an anchor rod spacing of 5"x5", and abase plate 1"x 13" x 13" Failure Mode 3: Rupture of Anchor Rods From Table 5, for a 3/ 4" A36 anchor rod the tension capacity, equals 14.4...
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Erection Bracing of Low-Rise Structural Steel Buildings phần 4 pot

Erection Bracing of Low-Rise Structural Steel Buildings phần 4 pot
... 0.167 33 ,40 0 3 /4 0. 84 0.216 45 ,40 0 3 /4 0.95 0. 240 47 ,600 7/8 1.15 0.2 94 61 ,40 0 7/8 1.29 0.327 64, 400 1.50 0.3 84 79 ,40 0 1.68 0 .42 7 83,600 Table 5.2 Table 5 .4 Nominal Breaking Strength of Wire Rope ... 20 ,40 0 7/16 0.35 0.0 94 20 ,40 0 0 .46 0.118 26,600 1/2 0 .46 0.123 26,600 9/16 0.59 0. 149 33,600 9/16 0.59 0.156 33,600 5/8 0.72 0.1 84 41,200 5/8 0.72 0.193 41 ,200 3 /4 1. 04 0.2 64 58,800 3 /4 1. 04 0.277 ... 17,780 0 .46 0.118 23,000 1/2 0 .46 0.123 23,000 9/16 0.59 0. 149 29,000 9/16 0.59 0.156 29,000 5/8 0.72 0.1 84 35 ,40 0 5/8 0.72 0.193 35 ,40 0 3 /4 1. 04 0.2 64 51,200 3 /4 1. 04 0.277 51,200 7/8 1 .42 0.360...
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Erection Bracing of Low-Rise Structural Steel Buildings phần 5 pps

Erection Bracing of Low-Rise Structural Steel Buildings phần 5 pps
... permission of the publisher 0.6 Framing: 40(40 )5 = 8.000 lbs Total Thus, 13,120 lbs = 13.1 kips (Eq 5- 6) Eq 5- 10 Using a factor of safety of 1 .5, Wd = 8.1 + 13.1=21.2 kips Eq 5- 11 From Example 5- 1 ... ÷ = 35. 5 kips per rod Using the procedure in UBC-94 and section 4.2 .5 of this guide Design strength in shear: Design strength in tension 40.9 kips as before 0. 75( 0.7 85) 58 = 34.1 kips 0. 85 (800) ... Factor of Safety = 89.2/46.6 = 1.9 > 1 .5 o.k Soil: Granular type Calculate weight of footing: Wd = x x 1 .50 x 0. 150 = 8.1 kips Calculate weight of frame Column: 25( 40) = 1,000 lbs Beams: 40( 35) =...
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Erection Bracing of Low-Rise Structural Steel Buildings phần 6 pptx

Erection Bracing of Low-Rise Structural Steel Buildings phần 6 pptx
... Institute of Steel Construction, Inc All rights reserved 55 This publication or any part thereof must not be reproduced in any form without permission of the publisher Fig 7.1 Erection Plan 56 © 2003 ... 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 Exposure ... 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 Exposure...
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Erection Bracing of Low-Rise Structural Steel Buildings phần 7 potx

Erection Bracing of Low-Rise Structural Steel Buildings phần 7 potx
... 1993, American Institute of Steel Construction, Chicago, Illinois 11 Fisher, James M and West, Michael A., "Erection Bracing of Structural Steel Frames", Proceedings, National Steel Construction Conference, ... American Society of Civil Engineers Standard, 6/95 Draft, American Society of American Institute of Steel Construction, Chicago, Illinois, 1994 15 "Seismic Provisions for Structural Steel Buildings" , ... Manual", State of California, Department of Transportation, Sacramento, California 10 Fisher, James M., "Industrial Buildings - Roof to Column Anchorage", AISC Steel Design Guide Series, No 7, 1993,...
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Erection Bracing of Low-Rise Structural Steel Buildings phần 8 docx

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 RESISTANCE, Group of Two ... Tension Resistance of Two Anchor Rods Based on Spacing and Embedment 70 © 2003 by American Institute of Steel Construction, Inc All rights reserved This publication or any part thereof must not be...
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aisc design guide 3 - serviceability design considerations for steel buildings - 2nd edition

aisc design guide 3 - serviceability design considerations for steel buildings - 2nd edition
... of steel elevations across a floor It is common in mid- and high-rise construc- DESIGN GUIDE 3, 2ND EDITION / SERVICEABILITY DESIGN CONSIDERATIONS FOR STEEL BUILDINGS / 23 tion to obtain an as-erected ... This Design Guide is the second edition of AISC Design Guide 3, which was originally titled Serviceability Design Considerations for Low-Rise Buildings The new title Serviceability Design Considerations ... Engineers, 1991 34 / DESIGN GUIDE 3, 2ND EDITION / SERVICEABILITY DESIGN CONSIDERATIONS FOR STEEL BUILDINGS Specification for the Design, Fabrication and Erection of Structural Steel Buildings with...
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Design with structural steel a guide for archtects doc

Design with structural steel a guide for archtects doc
... moves up and down with a certain configuration or mode shape Each natural frequency has a mode shape associated with it Figure 21 shows typical mode shapes for a simple beam and for a slab/beam/girder ... without large openings or discontinuities may behave as a diaphragm A diaphragm is a structural element that acts as a single plane with the connecting beams and columns When experiencing a force, ... hardest, toughest coatings available in one package, and are increasingly popular due to the wide range of application and productivity advantages: ! Can be applied to cold damp surfaces ! Can...
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a study on the collapse control design method for high-rise steel buildings

a study on the collapse control design method for high-rise steel buildings
... control design Fig Image of Collapse Control Design Start Prevention of progressive collapse Valuation for hazard and risk Conventional design Check of column axal load utilization ratio Simple evaluation ... evaluation method Detailed evaluation method Collapse control design evacuation? Basic design Protection of key element Conventional fire resistant and structual desin Use of fire resistant steel, ... the members to be lost on the premise that they will be reasonably safe because they are protected with every available measure In the present collapse control design method, the determination...
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ASTM A 36_SPECIFICATION FOR CARBON STRUCTURAL STEEL SA-36 /SA-36M doc

ASTM A 36_SPECIFICATION FOR CARBON STRUCTURAL STEEL SA-36 /SA-36M doc
... Hot-formed tubing Anchor bolts ASTM Designation A 502, Grade A 307, Grade A or F 568M, Class 4.6 A 325 or A 325M A 563 or A 563M A 27 /A2 7M, Grade 65-35 [450-240] A 668, Class D A 570 /A 570M, Grade ... Specification A 6 /A 6M 161 COPYRIGHT American Society of Mechanical Engineers Licensed by Information Handling Services SA-36 /SA-36M SA-36 /SA-36M 2001 SECTION II ADDITIONAL SUPPLEMENTARY REQUIREMENTS ... determined and reported as described in the heat analysis section of Specification A 6 /A 6M TABLE CHEMICAL REQUIREMENTS SA-36 /SA-36M 2001 SECTION II PART A — FERROUS MATERIAL SPECIFICATIONS TABLE TENSILE...
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