aisc design guide 14 - errata - staggered truss framing systems

aisc design guide 1 - column base plates - 2nd edition

aisc design guide 1 - column base plates - 2nd edition

... details. Figure 1. 1. Column base connection components. DESIGN GUIDE 1, 2ND EDITION / BASE PLATE AND ANCHOR ROD DESIGN / 1 2 / DESIGN GUIDE 1, 2ND EDITION / BASE PLATE AND ANCHOR ROD DESIGN The vast ... 12 3.0 DESIGN OF COLUMN BASE PLATE CONNECTIONS 13 3 .1 Concentric Compressive Axial Loads 14 3 .1. 1 Concrete Bearing Limit 14 3 .1. 2 Ba...
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aisc design guide 2 - errata - steel and composite beams with web openings

aisc design guide 2 - errata - steel and composite beams with web openings

... form than Eq. 5 -2 1 . (5 -2 7 ) in which are as previously defined. For non- composite tees without reinforcement, Eq. 5 -2 7 takes a sim- pler form. (5 -2 8 ) Equations 5 -2 7 and 5 -2 8 are identical with those ... are illustrated in Fig. 5 .2. Figures 5 .2( a) and 5 .2( b) illus- trate steel beams, while Figs. 5 .2( c) and 5 .2( d) illustrate com- pbsite beams with...
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aisc design guide 2 - steel and composite beams with web openings

aisc design guide 2 - steel and composite beams with web openings

... Steel Design Guide Series Steel and Composite Beams with Web Openings Steel Design Guide Series Steel and Composite Beams with Web Openings Design of Steel and Composite Beams with Web Openings David ... with unreinforced openings, steel beams with reinforced openings, composite beams with unreinforced openings, and co...
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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

... roof. DESIGN GUIDE 3, 2ND EDITION / SERVICEABILITY DESIGN CONSIDERATIONS FOR STEEL BUILDINGS /11 DESIGN GUIDE 3, 2ND EDITION / SERVICEABILITY DESIGN CONSIDERATIONS FOR STEEL BUILDINGS / 13 The design ... 3 Steel Design Guide Serviceability Design Considerations Second Edition for Steel Buildings cover DG3 revise.qxd 4/27/2004...
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aisc design guide 9 - errata - torsional analysis of structural steel members

aisc design guide 9 - errata - torsional analysis of structural steel members

... Revision and Errata List, March 1, 2003 AISC Design Guide 9: Torsional Analysis of Structural Steel Members The following editorial corrections have been made in the First Printing, 199 7. To facilitate ... shear center of the member. However, in some instances, this may not always be possible. AISC ( 199 4) offers several sugges- tions for eliminating torsion; see...
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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

... 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 ... conn...
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aisc design guide 11 - errata - floor vibrations due to human activity

aisc design guide 11 - errata - floor vibrations due to human activity

... Revision and Errata List, March 1, 2003 AISC Design Guide 11: Floor Vibrations Due to Human Activity The following editorial corrections have been made in the First Printing, 1997. To facilitate ... corresponds to the upper left portion of the frame of that figure. To determine a floor& apos;s maximum displacement due to a footfall impulse, the floor& apos;s...
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aisc design guide 12 - errata - modification of existing welded steel moment frame connections fo

aisc design guide 12 - errata - modification of existing welded steel moment frame connections fo

... Revision and Errata List, March 1, 2003 AISC Design Guide 12: Modification of Existing Welded Frame Connections for Seismic Resistance The following editorial corrections ... Additional Design Considerations. 46 5.3 Design Example. 46 6. Design of Welded Haunch Modification. 49 6.1 Recommended Design Procedure 49 6.1.1 Structural Behavior and Design Consid...
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aisc design guide 13 - errata - stiffening of wide-flange column at moment connections

aisc design guide 13 - errata - stiffening of wide-flange column at moment connections

... Revision and Errata List, March 1, 2003 AISC Design Guide 13: Stiffening of Wide-Flange Columns At Moment Connections: Wind and Seismic Applications The following editorial ... than the plate thick- ness, as illustrated in Figure 4-1 3c, the minimum fillet- weld size to develop the required effective throat in the web doubler plate is: If a complete-joint-penetration gr...
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aisc design guide 14 - errata - staggered truss framing systems

aisc design guide 14 - errata - staggered truss framing systems

... in Each Truss due to Lateral Loads (Bottom Floor) T1B T1D T1F T2C T2E T2G -7 6 -4 80 -8 0 4 76 383 383 383 383 383 383 -2 38 -1 3 251 251 -1 3 -2 38 145 370 634* 634* 370 145 -4 8 -3 51 51 -3 -4 8 335* 380* 434 434 380* 335* 335 380 634 634 380 335 1.00 1.13 1.89 1.89 1.13 1.00 2.4 ... Revision and Errata List May 1, 2003 (Second Printing) December...
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aisc design guide 14 - staggered truss framing systems

aisc design guide 14 - staggered truss framing systems

... apartment build- ing will be used as an example to explain the design and construction of staggered- truss- framed structures through- out this design guide. The floor system of this 12-story proj- Fig. ... Floor) T1B T1D T1F T2C T2E T2G -7 6 -4 80 -8 0 4 76 383 383 383 383 383 383 -2 38 -1 3 251 251 -1 3 -2 38 145 370 634* 634* 370 145 -4 8 -3 51 51 -...
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aisc design guide 15 - errata - aisc rehabilitation and retrofit guide

aisc design guide 15 - errata - aisc rehabilitation and retrofit guide

... Revision and Errata List, March 1, 2003 AISC Design Guide 15: AISC Rehabilitation and Retrofit Guide – A Reference for Historic Shapes and Specifications The following ... Dimensions and Primary Properties Steel Sections 197 1-2 000 Web ThicknessDepth Flange ThicknessWidth Flange 22 Rev. . 5/1/02 E RRATA / DESIGN GUIDE NO. 15: AISC REHABILITATION AND R...
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aisc design guide 16 - errata - flush and extend multiple-row moment end-plate connections

aisc design guide 16 - errata - flush and extend multiple-row moment end-plate connections

... 3-2 through 3-5 for the flush end-plate connections and Ta- bles 4-2 through 4-6 for the extended end-plate connec- tions. The design steps are: 1.) Determine the required plate thickness, ( 2-9 ) Note: ... Revision and Errata List, March 1, 2003 AISC Design Guide 16: Flush and Extended Multiple-Row Moment End-Plate Connections The following edit...
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aisc design guide 16 - errata - flush and extend multiple-row moment end-plate connections-

aisc design guide 16 - errata - flush and extend multiple-row moment end-plate connections-

... 3-2 through 3-5 for the flush end-plate connections and Ta- bles 4-2 through 4-6 for the extended end-plate connec- tions. The design steps are: 1.) Determine the required plate thickness, ( 2-9 ) Note: ... Revision and Errata List, March 1, 2003 AISC Design Guide 16: Flush and Extended Multiple-Row Moment End-Plate Connections The following editoria...
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aisc design guide 19 - fire resistance of structural steel framing

aisc design guide 19 - fire resistance of structural steel framing

... ãđãạằằơ Đ ơằơ đ ơằ - òĐằ àãạ - ơá - ãđơã ô - ãắããơĐ đ - ạ đ - ẵá - ũ íôơã - ắằ ằăằđẵ - ẳ âáằ đằĐãạ ô ơáằđ - ẵããẵơ - ẳ ẵẳ - ẳằêằằẳ ắĐ ơáằđ ắẳã - ẳ ãẵđđơằẳ ắĐ đằằđằẵằ áằđằã - ẵằ - ẵá ơằđã Đ ắằ ... òằđÃẵ - Ãơôơằ ơằằ - đôẵơÃụ ìẵũ ò đÃạá - đ - đêằẳũ èá - ôắÃẵơà đ Đ đơ ơáằđằ - ơ ắằ đằđẳôẵằẳ Ã Đ đ âÃơáôơ ằđà à ơáằ ôắ - ằđũ Ãđằ ẻ - - ẵằ ơđ...
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