... 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...
... 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...
... 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...
... 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...
... 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...
... 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...
... 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
-...
... 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...
... 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...
... 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...