aisc design guide 8 - partially restrained composite connections
aisc design guide 1 - column base plates - 2nd edition
... 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...
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 2 - steel and composite beams with web openings
... 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...
aisc design guide 3 - serviceability design considerations for steel buildings - 2nd edition
... 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...
aisc design guide 4 - extended end-plate moment connections - 2nd edition
... 4
Steel Design Guide
Extended End-Plate
Moment Connections
Seismic and Wind Applications
Second Edition
cover DG4 revise.qxd 4/ 28/20 04 9:37 AM Page 1
4
Steel Design Guide
Extended End-Plate
Moment ... (FEMA
2002).
DESIGN GUIDE 4 / EXTENDED END-PLATE MOMENT CONNECTIONS SEISMIC AND WIND APPLICATIONS, 2ND EDITION /7
DESIGN GUIDE 4 / EXTEND...
aisc design guide 5 - low and medium rise steel buildings
... Steel Design Guide Series
Low- and Medium- Rise
Steel Buildings
Low-
and
Medium- Rise
Steel Buildings
Design Guide for Low- and Medium- Rise Steel Buildings
Horatio Allison, ... of
Stories
10
HT=1 25
20
HT = 250
30
HT = 3 75
Aspect
Ratio
5/ 1
7 .5/ 1
10/1
5/ 1
7 .5/ 1
10/1
5/ 1
7 .5/ 1
10/1
Column Stress
Floor
Bot.
ẳ
10.1
8.1
6 .5
8.2
7.4
6.3...
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 8 - partially restrained composite connections
... 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...
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 12 - modification of existing welded steel moment frame connections for seismic
... 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...
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 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 16 - flush and extend multiple-row moment end-plate connections
...
3.2 Design Examples 22
3.2.1 Two-Bolt Flush Unstiffened Moment
End-Plate Connection 22
3.2.2 Four-Bolt Flush Unstiffened Moment
End-Plate Connection 23
3.2.3 Four-Bolt Flush Stiffened Moment ... plates and panel zone doubler plates)
design is not included in this Design Guide.
AISC Design Guide No. 4 - Extended End-Plate
Moment Connections (Murray...
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