... 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...
... Steel Design Guide Series
Partially Restrained
Composite Connections
Steel Design Guide Series
Partially Restrained
Composite
Connections
A Design Guide
Roberto T. Leon
Georgia ... in
Unbraced Frames 18
3.1 Introduction 18
3.2 Design Procedure for Unbraced Frames 18
PART III: DESIGN EXAMPLE 21
PR-CCs in Braced Frames: N-S Direction 23
PR-CCs in Unbraced Fram...
... 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...
... 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...
... Steel Design Guide Series
Floor Vibrations
Due to Human Activity
Floor Vibrations
Due to Human Activity
Thomas M. Murray, PhD, P.E.
Montague-Betts Professor of Structural Steel Design
The ... increased to 0.90 if the
span -to- depth ratio of the joist or joist-girder is not less than
about 20. For smaller span -to- depth ratios, the effective mo-
ment of inerti...