aisc design guide 10 - erection bracing of low-rise structural steel buildings
Erection bracing of low-rise structural steel buildings doc
... practice of
design and construction of low-rise buildings. In many
instances, for example, the lateral bracing systems for
low-rise buildings contain elements which are not in the
scope of the steel ... in Para-
graph M4.2 of the AISC Specification for Structural
Steel Buildings and in Section 7 of the AISC Code of
Standard Practice for Steel Buildings and Bri...
Erection Bracing of Low-Rise Structural Steel Buildings phần 1 pdf
... publisher.
TABLE OF CONTENTS
ERECTION BRACING OF
LOW RISE STRUCTURAL
STEEL BUILDINGS
1.
INTRODUCTION
1
1 .1 Types of Systems 1
1.2 Current State of the Art 1
1.3 Common Fallacies 2
1. 4 Use of This ... 10
4.2 Column Bases 11
4.2 .1 Fracture of the Fillet Weld Connecting
the Column to the Base Plate 11
4.2.2 Bending Failure of the Base Plate 13
4...
Erection Bracing of Low-Rise Structural Steel Buildings phần 2 pdf
... the anchor rods to the center of
the shim stack. See Figure 4.14. See discussion of the
use of shims at the beginning of this section.
â 20 03 by American Institute of Steel Construction, Inc. All ... Anchor Rods
Fig. 4 .2 Bending Failure of Base Plate
Figures 4.1 through 4.11 shown below represent each of
the failure modes.
Fig. 4.1 Fracture of Weld
â 20 03 by American I...
Erection Bracing of Low-Rise Structural Steel Buildings phần 3 ppsx
... example.
Span
ft.
30
35
40
45
50
55
60
Top
21/2
3
2
2
1
1
-
-
Chord
3
6
4
3
2
2
2
-
Angle
31 /2
12
9
7
5
4
4
3
Leg Length, (in.)
4
18
13
10
8
6
5
4
5
43
32
24
19
16
13
11
6
74
55
42
33
27
22
19
Span
ft.
30
35
40
45
50
55
60
Top ... Seat
Design
Strength
(kips)
30
10
15
22
30
30
Controlling
Element
Bolts
Framing
Angles
Framing
Angles
Framing
Angles
Bolts
Bolts
Span
(...
Erection Bracing of Low-Rise Structural Steel Buildings phần 4 pot
... psi
Nominal
Diameter
inches
3/8
7/16
1/2
9/16
5/8
3 /4
7/8
1
Approximate
Weight
lbs./ft.
0. 24
0.32
0 .42
0.53
0.66
0.95
1.29
1.68
Approximate
Metallic
Area
in.
2
0.057
0.077
0.101
0.128
0.158
0.227
0.3 54
0 .40 4
Nominal
Breaking
Strength
1
lbs.
12,200
16, 540
21 ,40 0
27,000
33 ,40 0
47 ,600
64, 400
83,600
8x19 (W) Classification/Bright (Uncoated),
Fiber Core, Improved Plow Steel,...
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 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 19 - fire resistance of structural steel framing
... ãđãạằằơ Đ ơằơ đ ơằ -
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Ãđằ ẻ - - ẵằ
ơđ...
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