aisc design guide 14 - errata - staggered truss framing systems

... 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...

Ngày tải lên: 24/10/2014, 17:01

... 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...

Ngày tải lên: 24/10/2014, 17:01

... 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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... 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...

Ngày tải lên: 24/10/2014, 17:01

... 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...

Ngày tải lên: 24/10/2014, 17:02

... 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...

Ngày tải lên: 24/10/2014, 17:02

... 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...

Ngày tải lên: 24/10/2014, 17:03

... 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...

Ngày tải lên: 24/10/2014, 17:03

... 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...

Ngày tải lên: 24/10/2014, 17:03

... 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...

Ngày tải lên: 24/10/2014, 17:03

... 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 -...

Ngày tải lên: 24/10/2014, 17:03

... 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...

Ngày tải lên: 24/10/2014, 17:04

... 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...

Ngày tải lên: 24/10/2014, 17:04

... 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...

Ngày tải lên: 24/10/2014, 17:04

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Ngày tải lên: 24/10/2014, 17:05