Download aisc steel construction manual 13th edition pdf free shared files from DownloadJoy and other world's most popular shared hosts. Our filtering technology ensures that only latest aisc steel construction manual 13th edition pdf files are listed. AISC is offering several new resources that complement the 15th Edition Steel Construction Manual, released this past summer. Included are the v15.0 Design Examples, v15.0 Shapes Database, v15.0H Historic Shapes Database, Basic Design Values Cards and Interactive Reference List. All of these resources are available for free download at www.aisc. Welcome to our W shapes free CAD downloads page! Here you'll find all American Wide Flange Beam shapes described by the AISC Steel shapes database (V14.1). Sort the table below according to any property and select a CAD file to download using the reference links in the left-most column.
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Item
1-34
Table 1-5: Replace “C8x18.7” with “C8x18.5.”
1-34
Table 1-5: For a C6x13, the dimension T is 4a in.
1-56
Table I-8: The WT10.5x28.5 should only have references to note “c” and not note “c, h.”
1-58
Table I-8: The WT8x20 and the WT8x18 should only have references to note “c” and not note “c, h.” Note “h” should be removed from the bottom of the table.
1-108
Table 1-16: Replace “C8x18.7” with “C8x18.5”
1-108
Table 1-16: Replace the r x values with the values given in the attached Table 1-16.
2-12
The table at the bottom of the page should be revised and is shown below:
Load Ratio from Step 3 (times 1.6 for ASD, 1.0 for LRFD) Design Story 0 Drift Limit
5
10
20
30
40
50
60
80
100
120
H /100 /100
1
1.1
1.1
1.3
1.4
-
-
-
-
-
-
H /200 /200
1
1
1.1
1.1
1.2
1.3
1.3
1.4
-
-
-
H /300 /300
1
1
1
1.1
1.1
1.2
1.2
1.3
1.4
1.5
-
H /400 /400
1
1
1
1.1
1.1
1.1
1.2
1.2
1.3
1.3
1.4
H /500 /500
1
1
1
1
1.1
1.1
1.1
1.2
1.2
1.3
1.3
2-21
For the section “Steel Castings and Forgings” the “ASTM A148 grade 80-35” should read “ASTM A216 grade 80-35.”
2-47
A reference should be added alphabetically between SSPC and Tide, and should read as follows: Thornton, W.A., 1992, “Eliminating the Guesswork in Connection Design,” Proceedings of the AISC National Steel Construction Conference, pp. 24-1 – 24-21, AISC, Chicago, IL.
3-16
Table 3-2: The value of I of I x for a W18x86 and a W12x120 should be switched. switched. For a the value should be 1530 and a W12x120 should be 1070.
W18x86
3-39
Table 3-6: Replace the values for a 23 ft span with the following: following:
1
W36x
Shape
330
Design
t f , n a p S
ASD
23
1220
302
LRFD
1840
282
262
ASD
LRFD
ASD
LRFD
ASD
1110
1670
1030
1550
955
247
LRFD
ASD
1430
894
231
LRFD
ASD
1340
836
LRFD
1260
3-49
Table 3-6: For a W24x370 using ASD, at 16 ft span, the Maximum Total Uniform Load should read “1410” not “11410.”
3-72
Table 3-6: The footnote on the W12x14 should be “v” rather than “f.” The following note “v” should replace the note “f” at the bottom of the page: v
Shape does not meet the h/t w limit for shear in Specification Section G2.1a with F y=50 ksi, Ωv = 1.67, φv = 0.90. 3-84
Table 3-8: The title should read “C Shapes” rather than “S Shapes.”
3-123
Table 3-10: The Available ASD Moment label on the vertical axis between “176” and “184” should read “180” rather than “188.”
3-137
Table 3-11: Replace “C8x18.7” with “C8x18.5.”
3-139
Table 3-11: Replace “C8x18.7” with “C8x18.5.”
3-144
Table 3-13: Replace this table with the attached Table 3-13.
3-207
Table 3-21: For the Deck Perpendicular condition, “Strong studs per rib” should read “Strong studs per rib ( R p=0.75)” and “Weak studs per rib” should read “Weak studs per rib ( R p=0.60).”
4-10 – 4-23
Table 4-1 and Table 4-2: Replace the Properties, “ P ex(KL2)/104 ” and “ P ey(KL2)/104 ” with “ P ex(KL)2/104 ” and “ P ey(KL)2/104.”
4-48 – 4-63
Table 4-4: The units for the radius of gyration should read “in.”
4-57
Table 4-4: The last value of Effective Length, KL, should read “30.”
4-116, 117
Table 4-7: The units for the Properties, r x and r y, should read “in.”
4-129
Table 4-9: The weight per foot should read as follows: Shape Wt/ft
2L7x4x c ½
¾ 52.4
44.2
35.7
c
31.5
c
27.2
5-16
Table 5-2: Insert the label, L3½x2½, along with a space below the currently labeled L3½x3x¼.
6-3
In the last line of the Table: In the “LRFD” column, replace column, replace Ω with Ωt .
2
φc with φt , and in the “ASD”
7-85
Table 7-20: For a Heavy Hex than “18 in.”
8-16
At the end of the second paragraph a reference should be made to “Figure 8-9b” instead of “Figure 8-10b.”
8-47
Table 8-2: Replace the left-hand figure with the version in the attached Table 8-2.
9-7
The equations for F cr should both include the limit, ≤ F y, as follows:
Fcr
s-in.-diameter
π2 E ⎛ t w ⎞ = ⎜ ⎟ 12 (1 − υ2 ) ⎝ ho ⎠ ⎛ t ⎞ = 26,210 ⎜ w ⎟ ⎝ ho ⎠
9-8
bolt the value H should be “v in.” rather
2
fk
≤ F y
2
fk ≤ F y
The top equation for F cr should include ≤ F y as follows: Fcr
= 0.62πE
t w2 cho
fd
≤ F y
10-4
Figure 10-1 should be replaced with the attached Figure 10-1.
10-14
The bolt and angle ASD available strength for A490 SC Class B with OVS hole type and ¼ in. angle thickness should be 180 kips, not 80 kips.
10-86
In the third paragraph following the heading, “Table 10-5 All-Bolted Unstiffened Seated Connections,” both references to “Figure 10-8a” should be to “Figure 10-7a.”
10-124
In the second paragraph following the heading, “Table 10-11. Bolted/Welded SingleAngle Connections,” Table 8-10 should be referenced rather than Table 8-11.
10-141
Figure 10-28(a) “SECT. F-F” showing the elevation view of column B2 should read “SECT. E-E”
10-146
Replace Figure 10-32 with the attached Figure 10-32.
14-18
The equation for Rn appearing under the heading, “Flexural Strength of the Cap Plate,” should include the variable “t 1” instead of “t c”
16.1-29
In Case 7 of Table D3.1, “with web connected with 4 or more fasteners in the direction of loading” should read, “with web connected with 4 or more fasteners per line in the direction of loading.”
16.1-217
The equation for Rn following Equation C-B3-4 should read “ Rn=4 DΩ” instead of “ Rn=4 D/Ω.”
16.1-397
Replace Equation C-A-2-2 with the following:
⎡ π ⎤ π α sδo ⎢1+ α p + (1+ α p ) + 0.185α sα p ⎥ 8ρ ⎣ 32 ⎦ δw = 1 − 0.25πα s α p 3
2
3
1–108
DIMENSIONS AND PROPERTIES
Table 1–16
2C Shapes Properties 2C SHAPES Axis Y-Y Separation, s , in.
Area, Shape
A
in.2
Axis X-X
3 /8
0
3 /4
r x
I
S
r
Z
I
S
r
Z
I
S
r
Z
in.4
in.3
in.
in.3
in.4
in.3
in.
in.3
in.4
in.3
in.
in.3
in.
1.18
30.7
50.5
12.9
1.31
36.2
62.4
15.3
1.46
41.7
5.24
10.9
2C15×50
29.4
40.7
×40
23.5
32.6
9.25
1.18
22.9
40.2
1.31
27.3
49.6
12.7
1.45
31.7
5.44
×33.9
19.9
28.5
8.38
1.20
19.0
35.1
9.78
1.33
22.7
43.1
11.4
1.47
26.4
5.63
2C12×30
17.6
18.2
5.75
1.02
15.1
23.3
6.94
1.15
18.4
29.6
8.36 1.30
21.7
4.29
×25
14.7
15.6
5.11
1.03
12.1
19.8
6.12
1.16
14.9
25.0
7.32 1.31
17.6
4.43
×20.7
12.2
13.6
4.64
1.06
10.0
17.2
5.51
1.19
12.3
21.7
6.55 1.34
14.6
4.61
2C10×30
17.6
15.3
5.04
0.931 15.3
20.2
6.27
1.07
18.6
26.3
7.73 1.22
21.9
3.42
×25
14.7
12.3
×20
11.7
×15.3
2C9×20
8.96
4.25
0.914 11.8
16.2
5.27
1.05
14.5
21.1
6.48 1.20
17.3
3.52
9.91
3.62
0.918
8.84 13.0
4.44
1.05
11.0
16.9
5.43 1.20
13.2
3.66
8.14
3.13
0.953
6.69 10.6
3.80
1.09
8.37 13.7
4.59 1.23
10.0
3.87
13.2
3.22
8.80
3.32
0.866
8.76 11.8
4.15
1.00
15.6
5.15 1.15
×15
8.81
6.86
2.76
0.882
6.25
9.10
3.41
1.02
7.90 12.0
4.19 1.17
9.55 3.40
×13.4
7.88
6.34
2.61
0.897
5.59
8.39
3.20
1.03
7.07 11.0
3.92 1.18
8.55 3.49
7.46
2.95
0.823
8.12 10.2
3.75
0.962 10.2
2C8×18.5
11.7
11.0
11.0
11.0
13.7
4.71 1.11
12.3
2.82
×13.7
8.07
5.51
2.35
0.826
5.49
7.47
2.95
0.962
7.00 10.0
3.68 1.11
8.52 2 .99
×11.5
6.74
4.82
2.13
0.846
4.57
6.50
2.66
0.982
5.83
8.66
3.29 1.13
7.10 3 .11
2C7×14.7
8.66
5.18
2.25
0.773
5.94
7.21
2.90
0.912
7.57
9.85
3.68 1.07
9.19 2 .51
×12.2
7.19
4.30
1.96
0.773
4.69
5.97
2.51
0.911
6.04
8.14
3.17 1.06
7.39 2 .60
×9.8
5.73
3.59
1.72
0.791
3.69
4.95
2.17
0.929
4.76
6.72
2.73 1.08
5.84 2.72
7.63
4.11
1.91
0.734
5.13
5.85
2.50
0.876
6.56
8.13
3.21 1.03
7.99 2.13
2C6×13 ×10.5
6.15
3.26
1.60
0.728
3.86
4.63
2.08
0.867
5.02
6.43
2.67 1.02
6.17 2 .22
×8.2
4.78
2.63
1.37
0.741
2.93
3.72
1.76
0.881
3.82
5.14
2.24 1.04
4.72 2.34
2C5×9
5.28
2.45
1.30
0.682
3.22
3.59
1.73
0.824
4.21
5.09
2.25 0.982
5.20 1.83
×6.7
3.93
1.86
1.06
0.688
2.36
2.71
1.40
0.831
3.09
3.84
1.81 0.989
3.83 1.95
2C4×7.2
4.26
1.75
1.02
0.641
2.52
2.63
1.38
0.786
3.32
3.81
1.82 0.946
4.12 1.47
×5.4
3.16
1.29
0.812 0.637
1.86
1.94
1.10
0.783
2.45
2.82
1.44 0.943
3.05 1 .56
×4.5
2.76
1.25
0.789 0.673
1.95
1.86
1.05
0.820
2.47
2.66
1.36 0.981
2.98 1 .63
2C3×6
3.52
1.33
0.833 0.614
2.12
2.06
1.15
0.764
2.78
3.03
1.54 0.927
3.44 1.08
×5
2.94
1.05
0.699 0.597
1.65
1.63
0.969 0.746
2.20
2.43
1.30 0.909
2.75 1 .12
×4.1
2.41
0.842 0.597 0.591
1.43
1.32
0.827 0.741
1.88
1.97
1.10 0.905
2.33 1.17
×3.5
2.18
0.766 0.558 0.593
1.37
1.20
0.772 0.743
1.78
1.80
1.03 0.908
2.19 1.20
AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC.
4
3–144
DESIGN OF FLEXURAL MEMBERS
Table 3–13
Available Flexural Strength, kip-ft Square HSS
1 HSS16–HSS4 / 2 Shape HSS16×16×
5
/ 8 1 2f /
3 8f / 5 16f
/
HSS14×14×
5 / 8 12 / 3 / 8f
/ 16f
5
HSS12×12×
5 / 8 12 / 3 / 8f
/ 16f 1 / 4f 3 16f / 5
HSS10×10×
5 8 / 12 / 3 / 8 5 16f / 1 f / 4 3 16f
/
HSS9×9×
5 8 / 1 / 2 3 8
/ 5 16 / 1 4f / 3 f / 16 1 8f / HSS8×8×
5 / 8 1
/ 2 3 / 8 5 16 / 1 / 4f 3 16f / 1 / f 8
f
F y = 46 ksi
M n /Ω
φM n
ASD
LRFD
459 352 232 181
690 529 348 272
347 285 185 145
521 428 278 219
250 206 149 113 83.3 55.7
376 309 223 169 125 83.8
168 139 108 86.1 61.6 41.4
252 210 163 129 92.5 62.3
133 111 86.8 73.8 51.7 35.0 20.0
200 167 130 111 77.8 52.5 30.1
103 86.0 67.6 57.6 44.1 28.8 16.5
154 129 102 86.6 66.3 43.3 24.8
Shape HSS7×7×
5
/ 8 12 /
3 8 / 5 16
/ 14 / 3 f / 16 1 f / 8 HSS6×6×
5
/ 8 1 / 2 3 8 /
5 16 / 14
/
3 16f / 1 8f
/
HSS51 / 2×51 / 2×
3 / 8 5
/ 16 1 / 4 3 16f / 1 / 8f 12 /
HSS5×5×
3 / 8 5 16 / 1 / 4 3
/ 16 1 / 8f
HSS41 / 2×41 / 2×
1 / 2 3 8 / 5 16 / 14
/
3 16 / 1 f / 8
Shape exceeds compact limit for flexure with F y = 46 ksi.
AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC.
5
M n /Ω
φM n
ASD
LRFD
75.9 64.1 50.7 43.4 35.6 23.1 13.3
114 96.4 76.2 65.2 53.6 34.7 20.0
53.2 45.4 36.3 31.2 25.7 18.5 10.4
80.0 68.3 54.6 46.9 38.7 27.8 15.6
30.0 25.9 21.4 16.4 8.98
45.1 38.9 32.2 24.6 13.5
30.0 24.3 21.0 17.5 13.5 7.67
45.0 36.5 31.6 26.2 20.3 11.5
23.4 19.2 16.7 13.9 10.8 6.43
35.2 28.8 25.1 20.9 16.3 9.66
8–47
DESIGN TABLES
CJP
Table 8–2 (continued)
Prequalified Welded Joints Complete-Joint-Penetration Groove Welds Tolerances
Single-U-groove weld (6) Butt joint (B)
As Detailed
As Fit-Up
Corner joint (C)
(see 3.13.1)
(see 3.13.1)
R= α
+ 1 / 16, –0
= +10°, –0°
+10°, –5°
± 1 / 16
Not Limited
f= r=
Base Metal Thickness Welding
Joint
Process
Designation
B-U6
T1
T2
U
U
SMAW C-U6
Groove Preparation
(U = unlimited)
U
Root
Groove
Root
Bevel
Opening
Angle
Face
Radius
R = 0 to 1 / 8
α
+1 / 8,
+1 / 8, –0
–0
Allowed
Gas
Welding
Shielding
Positions
for FCAW
All
—
4,5, 10
F, OH
—
4,5, 10
= 45° f = 1 / 8 r = 1 / 4
α
= 20° f =
R = 0 to 1 / 8
α
= 45° f = 1 / 8 r = 1 / 4
All
—
4, 5, 7, 10
R = 0 to 1 / 8
α
= 20° f = 1 / 8 r = 1 / 4
F, OH
—
4, 5, 7, 10
r=
1 / 4
Notes
1 / 8
R = 0 to
1 / 8
+1 / 16, –1 / 8
U
B-U6-GF
U
U
R = 0 to 1 / 8
α
= 20° f = 1 / 8 r = 1 / 4
All
Not req.
1, 4, 10
C-U6-GF
U
U
R = 0 to 1 / 8
α
= 20° f = 1 / 8 r = 1 / 4
All
Not req.
1, 4, 7, 10
GMAW FCAW
Reprinted from AWS D1.1 with permission from the American Welding Society (AWS)
AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC.
6
10–4
DESIGN OF SIMPLE SHEAR CONNECTIONS
SCOPE The specification requirements and other design considerations summarized in this Part apply to the design of simple shear connections. For the design of flexible moment connections, see Part 11. For the design of fully restrained (FR) moment connections, see Part 12. FORCE TRANSFER The required strength (end reaction), Ru or Ra, is determined by analysis as indicated in AISC Specification Section B3. Per AISC Specification Section J1.2, the ends of members with simple shear connections are normally assumed to be free to rotate under load. While simple shear connections do actually possess some rotational restraint (see curve A in Figure 10–1), this small amount can be neglected and the connection idealized as completely flexible. The simple shear connections shown in this Manual are suitable to accommodate the end rotations required per AISC Specification Section J1.2. Support rotation is acceptably limited for most framing details involving simple shear connections without explicit consideration. The case of a bare spandrel girder supporting infill beams, however, may require consideration to verify that an acceptable level of support rotational stiffness is present. Sumner (2003) showed that a nominal interconnection between the top flange of the gider and the top flange of the framing beam is sufficient to limit support rotation.
Figure 10–1. Illustration of typical moment rotation curve for simple shear connection. AMERICAN INSTITUTE OF STEEL CONSTRUCTION , INC.
7
10–146
DESIGN OF SIMPLE SHEAR CONNECTIONS
The detail shown in Figure 10–31c is used frequently when m is up to 6 or 7 in. The load on the shop bolts in this case is no greater than that in Figure 10–31a. However, to provide more lateral stiffness, the fittings are cut from a 15-in. channel and are detailed to overlap the beam web sufficiently to permit four shop bolts on two gage lines. A stool or pedestal, cut from a rolled shape, can be used with or without fillers to provide for the necessary m distance, as in Figure 10–31d. A pair of connection angles and a tee will also serve a similar purpose, as shown in Figure 10–31e. To provide adequate strength to
Figure 10–32. Welded raised-beam connections. AMERICAN INSTITUTE OF STEEL CONSTRUCTION , INC.
8
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ISPT: Integral Scientist Periodic Table for professional chemists, educators and students. A periodic Table of the elements for Windows features six sizeable, interactive Table styles including: Modern standard, Bayley pyramid, Extended standard, A-B octet, Electron position and Quantum Energy matrix. It features instant selection of an element and update of data. Data are...
Category: Business & Finance
Publisher: Qivx Inc, License: Shareware, Price: USD $19.95, File Size: 2.2 MB
Platform: Windows
Publish Table for Microsoft SQL Server helps to save Table's data to HTML document. This utility has easy to learn and to use wizard interface. All modern versions of Microsoft SQL Server are supported. This handy utility helps database users to create HTMl document for selected Table within seconds.
Category: Business & Finance
Publisher: OmBelt Solutions, License: Demo, Price: USD $39.00, File Size: 382.6 KB
Platform: Windows
Publish Table for Microsoft SQL Server helps to save Table's data to Microsoft Word document. This utility has easy to learn and to use wizard interface. All modern versions of Microsoft SQL Server are supported. This handy utility helps database users to create HTML document for selected Table within seconds.
Category: Business & Finance
Publisher: OmBelt Solutions, License: Demo, Price: USD $45.00, File Size: 382.6 KB
Platform: Windows
A Java GUI library that enhances the functionality and appearance of JTable and also provides a dynamic TreeTable component. Some of the features include data sorting, excel-like column filtering, dynamically add/remove columns, automatically adjust column widths, display a row header, merge/split cells, groupable header columns, Table styles and other various rendering and editing...
Category: Software Development
Publisher: Scientific Applications, License: Shareware, Price: USD $170.00, File Size: 2.8 MB
Platform: Windows, Mac, Linux, Unix, Java
AcadExcel is an AutoCAD Add-On, developed to edit Table in AutoCAD. Using AcadExcel, you can use MicroSoft Excel as a Table editor. You can create, edit, modify or import Table for AutoCAD drawing quickly and easily. If you had learn how to use Excel, it will be enough for you to use this softeware. You neend't to learn more. It's a convenient tool for every one.
Category: Multimedia & Design
Publisher: LyraSoft, License: Shareware, Price: USD $49.00, File Size: 1.1 MB
Platform: Windows
Cutting Optimization Pro is a computer program used for obtaining optimal cutting layouts for one (1D) and two (2D) dimensional pieces. The software also lets you to define and handle complex products, such as Table, desk, cupboard, locker, book shelf ... Cutting Optimization Pro can be used for cutting rectangular sheets made of glass, wood, woodworking, metal, furniture, or any...
Category: Multimedia & Design
Publisher: Optimal Programs, License: Shareware, Price: USD $59.00, File Size: 4.8 MB
Platform: Windows
Partition Table Doctor is the only real Windows data recovery software for hard disk partition recovery when you experience a drive error (other than hardware failure) this versatile tool automatically checks and repairs the Master Boot Record, partition Table, and the boot sector of the partition with an error, to recover the FAT16/FAT32/NTFS/NTFS5/EXT2/EXT3/SWAP partition on...
Aisc Steel Manual Pdf
Category: Utilities
Publisher: Yiwo Tech Ltd, License: Demo, Price: USD $39.00, File Size: 4.6 MB
Platform: Windows, MS-DOS
Absolutely the best and easiest to use tools for the Steel construction industry. The feet and inches calculator accepts all commonly used types of feet and inches input. The simple interface makes it extremely easy to use. The toolbox inculdes a stair solver, triangle solver, circle solver, and a Steel shapes viewer. The Resource Browser is a web browser with built in links...
Aisc Manual Free Pdf
Category: Business & Finance
Publisher: Finch Software, License: Freeware, Price: USD $0.00, File Size: 1.5 MB
Platform: Windows
The Shape Name Utility is a freeware open source utility that allows a user to examine and edit the names of shapes in Microsoft MapPoint. It is possible to give Microsoft MapPoint shapes their own identifying names or labels using the programming interface, but MapPoint does not make this functionality available to the end user. Instead, third party programs (eg. our MPSuperShape)...
Download Free Aisc Steel Manual Shapes And Names List
Category: Multimedia & Design / Authoring Tools
Publisher: Winwaed Software Technology LLC, License: Freeware, Price: USD $0.00, File Size: 1.2 MB
Platform: Windows
Export Table for Oracle Server helps to save Table's data to text file. The program supports delimited or fixed length formats. Export utility has easy to learn and to use wizard interface. All modern versions of Oracle Server are supported. This handy utility helps database users to create text file for selected Table within seconds.
Category: Business & Finance / Database Management
Publisher: OmBelt Solutions, License: Demo, Price: USD $49.00, File Size: 603.0 KB
Platform: Windows
Export Table to SQL script for DB2 database systems helps the user or DBA to save Table's data as a set of INSERT SQL statements and optional CREATE Table statement. Predefined or custom separators like ';' and a few export options make this tool flexible. The program has easy to learn and to use wizard interface. This handy utility helps database developers and database...
Category: Business & Finance / Database Management
Publisher: OmBelt Solutions, License: Demo, Price: USD $49.00, File Size: 489.4 KB
Platform: Windows
Export Table to SQL script for Oracle database systems helps to save Table's data as a set of INSERT SQL statements and optional CREATE Table statement. Predefined or custom separators like ';' and a few export options make this tool flexible. The program has easy to learn and to use wizard interface. This handy utility helps database developers and database administrators...
Category: Business & Finance / Database Management
Publisher: OmBelt Solutions, License: Demo, Price: USD $49.00, File Size: 489.0 KB
Platform: Windows
Copy Table function allows you to create copy of selected Table (definition and data) to another database or Microsoft SQL server. A few options like rows selection or 'identity copy mode' make copy process more flexible. This handy utility helps database developers, performance tuners and database administrators to create a second copy of a Table within seconds. The...
Aisc Steel Dimensions
Category: Business & Finance / Database Management
Publisher: OmBelt Solutions, License: Demo, Price: USD $49.00, File Size: 603.0 KB
Platform: Windows
Aisc Steel Manual 9th Edition
Table animator creates instantly animated borders for HTML Tables and frames for digital photos. With Table Animator you can add spectacular borders and frame to your web site in numerous styles, shapes and colors. Create Animated buttons, rules, bullets and other Web components. Create frames for digital photos using craft Scissors pattern. Customize frame and borders by...
Category: Web Authoring / HTML Editors
Publisher: PixelPhase, License: Shareware, Price: USD $25.00, File Size: 2.6 MB
Platform: Windows
The Flashtuning HTML Table Renderer component provides an advanced XML/HTML Table rendering engine for Flash, complete with CSS support and advanced features such as row and column spans. The component can render all common types of content (text, SWF files, images and Flash library objects) and allows embedding custom fonts and offers advanced text rendering controls....
Category: Web Authoring / Flash Utilities
Publisher: Flashtuning, License: Shareware, Price: USD $9.00, File Size: 100 B
Platform: Windows, Mac, Linux,
Active Table Editor helps the users edit ANY Table in ANY Database. Let's imagine following situation you have accounting software package and would like to design some additional reports. You know the database structure pretty well and created some mapping tables for the reports. Now you need to give the end users ability to change the mapping tables, print and export the...
Category: Business & Finance / Database Management
Publisher: DB Software Laboratory Limited, License: Shareware, Price: USD $130.00, File Size: 6.3 MB
Platform: Windows