... 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...
... 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...
... 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...
... 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...
... 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...
... 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...
... Steel Design Guide Series
Modification of Existin
g
Welded Steel Moment Frame
Connections for Seismic Resistance
Modification of Existing
Welded Steel Moment Frame
Connections for Seismic ... above for modifica-
tion of welded steel moment frames, this Design Guide
deals only with the last, i.e., methods to modify ex-
isting pre-Northr...
... 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...
... 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...
... threads per inch.
Threaded rods are not a factory-produced item, as is
the case for bolts. As such, a threaded rod can be made of
any available steel grade suitable for the job.
Anchor rods are ...
types of high- strength bolts used in structural practice.
The main disadvantages of A3 07 bolts are its inferior
strength properties as compared with high- strength...