aisc design guide 13 - errata - stiffening of wide-flange column at moment connections
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...
aisc design guide 6 - load and resistance factor design of w-shapes encased in concrete
... reproduced in any form without permission of the publisher.
LOAD AND RESISTANCE FACTOR DESIGN OF
W-SHAPES ENCASED IN CONCRETE
INTRODUCTION
Structural members comprised of steel shapes in combination
with ... Steel Design Guide Series
Load and Resistance Factor Design of
W-Shapes
Encased in Concrete
â 2003 by American Institute of Steel Con...
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...
aisc design guide 9 - torsional analysis of structural steel members
... Steel Design Guide Series
Torsional Analysis of
Structural Steel Members
Steel Design Guide Series
Torsional Analysis
of Structural
Steel Members
Paul A. Seaburg, PhD, PE
Head, Department of ... single-angle
members, the provisions of the AISC Specification for LRFD
of Single-Angle Members and Specification for ASD of Sin-
gle-Angle Members a...
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.
INTROD...
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...
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...
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...
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...
aisc design guide 13 - stiffening of wide-flange column at moment connections
... the
web doubler plate.
A floor-to-floor height of 14 ft has been used in this tabulation.
Table 3.1
Estimated Cost of Various Column Stiffening Details (as illustrated in Figure 3-1 )
13
216
5
16
11 ... d ubler plate(s) nly is il- preferable in the maj rity f cases alth ugh partial-j int-
lustrated. In Figures 4-4 , 4-5 , and 4-6 , c lumns with b th penetrati n r c mplete-j in...
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...
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...
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...
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...
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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