|
|
001 CSI SAFE - 01 Introduction , Define Material, Define Slab Section.mp4
|
MP4
|
56 MB
|
|
|
001 CSI SAFE - 01 Introduction , Define Material, Define Slab Section_en.vtt
|
VTT
|
6.6 KB
|
|
|
001 CSI SAFE - 02 Define Beam Properites.mp4
|
MP4
|
27.2 MB
|
|
|
001 CSI SAFE - 02 Define Beam Properites_en.vtt
|
VTT
|
3.2 KB
|
|
|
001 CSI SAFE - 03 Define Column Properties, Load pattern load case load combination.mp4
|
MP4
|
63.5 MB
|
|
|
001 CSI SAFE - 03 Define Column Properties, Load pattern load case load combination_en.vtt
|
VTT
|
7.4 KB
|
|
|
001 CSI SAFE - 04 Define Soil Subgrade Modulas.mp4
|
MP4
|
35.9 MB
|
|
|
001 CSI SAFE - 04 Define Soil Subgrade Modulas_en.vtt
|
VTT
|
4.5 KB
|
|
|
001 CSI SAFE - 05 Mass Source as per ASCE.mp4
|
MP4
|
32.2 MB
|
|
|
001 CSI SAFE - 05 Mass Source as per ASCE_en.vtt
|
VTT
|
2.8 KB
|
|
|
001 CSI SAFE - 06 Concrete Slab with Drop Panel Part 1.mp4
|
MP4
|
108 MB
|
|
|
001 CSI SAFE - 06 Concrete Slab with Drop Panel Part 1_en.vtt
|
VTT
|
13.2 KB
|
|
|
001 CSI SAFE - 08 Concrete Slab with Beams, Design and detail Part 1.mp4
|
MP4
|
134.8 MB
|
|
|
001 CSI SAFE - 08 Concrete Slab with Beams, Design and detail Part 1_en.vtt
|
VTT
|
10.2 KB
|
|
|
001 CSI SAFE - 12 Edit Geometry by 3 Different Tools.mp4
|
MP4
|
45 MB
|
|
|
001 CSI SAFE - 12 Edit Geometry by 3 Different Tools_en.vtt
|
VTT
|
5.3 KB
|
|
|
001 CSI SAFE - 13 Import Cad (Architectural grids dxf dwg files).mp4
|
MP4
|
54.2 MB
|
|
|
001 CSI SAFE - 13 Import Cad (Architectural grids dxf dwg files)_en.vtt
|
VTT
|
3.5 KB
|
|
|
001 CSI SAFE - 14 Isolated Footing Detailed design with concept part 1.mp4
|
MP4
|
96.8 MB
|
|
|
001 CSI SAFE - 14 Isolated Footing Detailed design with concept part 1_en.vtt
|
VTT
|
13.3 KB
|
|
|
001 CSI SAFE - 17 Combined Footing Design Detailed Example 1.mp4
|
MP4
|
146.3 MB
|
|
|
001 CSI SAFE - 17 Combined Footing Design Detailed Example 1_en.vtt
|
VTT
|
15.5 KB
|
|
|
001 CSI SAFE - 19 Mat or Raft Foundation.mp4
|
MP4
|
159.7 MB
|
|
|
001 CSI SAFE - 19 Mat or Raft Foundation_en.vtt
|
VTT
|
16.1 KB
|
|
|
001 CSI SAFE - 20 Design of Full building, Export from CSI ETABS to CSI SAFE Part 1.mp4
|
MP4
|
236.2 MB
|
|
|
001 CSI SAFE - 20 Design of Full building, Export from CSI ETABS to CSI SAFE Part 1_en.vtt
|
VTT
|
19.8 KB
|
|
|
001 CSI SAFE - 22 Strap Foundation Detailed analysis and design.mp4
|
MP4
|
127.6 MB
|
|
|
001 CSI SAFE - 22 Strap Foundation Detailed analysis and design_en.vtt
|
VTT
|
12.4 KB
|
|
|
001 CSI SAFE - 23 Pile Cap design.mp4
|
MP4
|
413.4 MB
|
|
|
001 CSI SAFE - 23 Pile Cap design_en.vtt
|
VTT
|
29.4 KB
|
|
|
001 CSI SAFE - 24 Cantiliver Slab design.mp4
|
MP4
|
126.7 MB
|
|
|
001 CSI SAFE - 24 Cantiliver Slab design_en.vtt
|
VTT
|
11.5 KB
|
|
|
001 CSI SAFE - 25 Concrete Slab Short term and Long term Deflection.mp4
|
MP4
|
91.6 MB
|
|
|
001 CSI SAFE - 25 Concrete Slab Short term and Long term Deflection_en.vtt
|
VTT
|
10.3 KB
|
|
|
001 Lecture - 10 RAM Connection Column Base Plate design (Axial).mp4
|
MP4
|
92.8 MB
|
|
|
001 Lecture - 10 RAM Connection Column Base Plate design (Axial)_en.vtt
|
VTT
|
10.9 KB
|
|
|
001 Modulus of Subgrade Reaction of Soil (Basic and Bowles Approach).mp4
|
MP4
|
109.3 MB
|
|
|
001 Modulus of Subgrade Reaction of Soil (Basic and Bowles Approach)_en.vtt
|
VTT
|
15.3 KB
|
|
|
002 CSI SAFE - 07 Concrete Slab with Drop Panel Part 2.mp4
|
MP4
|
128.2 MB
|
|
|
002 CSI SAFE - 07 Concrete Slab with Drop Panel Part 2_en.vtt
|
VTT
|
13.5 KB
|
|
|
002 CSI SAFE - 09 Concrete Slab with Beams, Design and detail Part 2.mp4
|
MP4
|
112.9 MB
|
|
|
002 CSI SAFE - 09 Concrete Slab with Beams, Design and detail Part 2_en.vtt
|
VTT
|
8.6 KB
|
|
|
002 CSI SAFE - 15 Isolated Footing Detailed design with concept part 2.mp4
|
MP4
|
109.3 MB
|
|
|
002 CSI SAFE - 15 Isolated Footing Detailed design with concept part 2_en.vtt
|
VTT
|
13.3 KB
|
|
|
002 CSI SAFE - 18 Combined Footing Design Detailed Example 2.mp4
|
MP4
|
100.3 MB
|
|
|
002 CSI SAFE - 18 Combined Footing Design Detailed Example 2_en.vtt
|
VTT
|
10.7 KB
|
|
|
002 CSI SAFE - 19b Mat or Raft Foundation Uplift Check.mp4
|
MP4
|
44.3 MB
|
|
|
002 CSI SAFE - 19b Mat or Raft Foundation Uplift Check_en.vtt
|
VTT
|
4 KB
|
|
|
002 CSI SAFE - 21 Design of Full building, Export from CSI ETABS to CSI SAFE Part 2.mp4
|
MP4
|
246 MB
|
|
|
002 CSI SAFE - 21 Design of Full building, Export from CSI ETABS to CSI SAFE Part 2_en.vtt
|
VTT
|
18.8 KB
|
|
|
002 Lecture - 11 RAM Connection Column Base Plate design (Biaxial).mp4
|
MP4
|
84.4 MB
|
|
|
002 Lecture - 11 RAM Connection Column Base Plate design (Biaxial)_en.vtt
|
VTT
|
11.7 KB
|
|
|
003 CSI SAFE - 16 Isolated Footing Book Example Verification.mp4
|
MP4
|
130.4 MB
|
|
|
003 CSI SAFE - 16 Isolated Footing Book Example Verification_en.vtt
|
VTT
|
9.3 KB
|
|
|
18227804-For-Soil-Subgrade-Modulus.docx
|
DOCX
|
13.3 KB
|
|
|
19032632-PILES-CARRYING-CAPACITY-ANALYSIS-software.xlsx
|
XLSX
|
21.9 KB
|
|
|
19032646-Pile-Cap-design-Calculations-with-CSI-SAFE.xlsx
|
XLSX
|
304.5 KB
|
|
|
AISC Design Guide 01 - Base Plate And Anchor Rod Design 2nd Ed.pdf
|
PDF
|
8.3 MB
|
|
|
Bonus Resources.txt
|
TXT
|
409.6 B
|
|
|
Cantiliver Slab.$sf
|
$SF
|
16.6 KB
|
|
|
Cantiliver Slab.FDB
|
FDB
|
138.9 KB
|
|
|
Cantiliver Slab.LOG
|
LOG
|
2.4 KB
|
|
|
Cantiliver Slab.OUT
|
OUT
|
819.2 B
|
|
|
Cantiliver Slab.ico
|
ICO
|
5.7 KB
|
|
|
Cantiliver Slab.xsdm
|
XSDM
|
26.8 KB
|
|
|
Combined footing.$sf
|
$SF
|
10.8 KB
|
|
|
Combined footing.FDB
|
FDB
|
137.1 KB
|
|
|
Combined footing.LOG
|
LOG
|
2.4 KB
|
|
|
Combined footing.OUT
|
OUT
|
716.8 B
|
|
|
Combined footing.ico
|
ICO
|
7.5 KB
|
|
|
Combined footing.xsdm
|
XSDM
|
299.7 KB
|
|
|
For Soil Subgrade Modulus.docx
|
DOCX
|
13.3 KB
|
|
|
Get Bonus Downloads Here.url
|
URL
|
204.8 B
|
|
|
ISOLATED FOOTING DESGIN.$sf
|
$SF
|
8.8 KB
|
|
|
ISOLATED FOOTING DESGIN.FDB
|
FDB
|
137.2 KB
|
|
|
ISOLATED FOOTING DESGIN.LOG
|
LOG
|
2.4 KB
|
|
|
ISOLATED FOOTING DESGIN.OUT
|
OUT
|
716.8 B
|
|
|
ISOLATED FOOTING DESGIN.ico
|
ICO
|
7.5 KB
|
|
|
ISOLATED FOOTING DESGIN.xsdm
|
XSDM
|
295.2 KB
|
|
|
MAT FOUNDATION.$sf
|
$SF
|
46.1 KB
|
|
|
MAT FOUNDATION.FDB
|
FDB
|
303.6 KB
|
|
|
MAT FOUNDATION.LOG
|
LOG
|
2.4 KB
|
|
|
MAT FOUNDATION.OUT
|
OUT
|
716.8 B
|
|
|
MAT FOUNDATION.ico
|
ICO
|
9.4 KB
|
|
|
MAT FOUNDATION.xsdm
|
XSDM
|
2.9 MB
|
|
|
Modulas Subgrade - Basic Approach.$sf
|
$SF
|
8.6 KB
|
|
|
Modulas Subgrade - Basic Approach.FDB
|
FDB
|
132 KB
|
|
|
Modulas Subgrade - Basic Approach.LOG
|
LOG
|
2.3 KB
|
|
|
Modulas Subgrade - Basic Approach.OUT
|
OUT
|
716.8 B
|
|
|
Modulas Subgrade - Basic Approach.ico
|
ICO
|
5.1 KB
|
|
|
Modulas Subgrade - Basic Approach.xsdm
|
XSDM
|
26.8 KB
|
|
|
Modulas Subgrade - Bowel's Approach.$sf
|
$SF
|
8.6 KB
|
|
|
Modulas Subgrade - Bowel's Approach.FDB
|
FDB
|
131.7 KB
|
|
|
Modulas Subgrade - Bowel's Approach.LOG
|
LOG
|
2.3 KB
|
|
|
Modulas Subgrade - Bowel's Approach.OUT
|
OUT
|
716.8 B
|
|
|
Modulas Subgrade - Bowel's Approach.ico
|
ICO
|
5.1 KB
|
|
|
Modulas Subgrade - Bowel's Approach.xsdm
|
XSDM
|
26.8 KB
|
|
|
SAFE 01.$sf
|
$SF
|
5.7 KB
|
|
|
SAFE 01.FDB
|
FDB
|
127.1 KB
|
|
|
SAFE 01.ico
|
ICO
|
3.7 KB
|
|
|
SAFE 01.xsdm
|
XSDM
|
26.8 KB
|
|
|
SAFE 02.$sf
|
$SF
|
10.1 KB
|
|
|
SAFE 02.FDB
|
FDB
|
128.3 KB
|
|
|
SAFE 02.ico
|
ICO
|
3.7 KB
|
|
|
SAFE 02.xsdm
|
XSDM
|
26.7 KB
|
|
|
Safe 03 Mass Source.$sf
|
$SF
|
10.3 KB
|
|
|
Safe 03 Mass Source.FDB
|
FDB
|
128.4 KB
|
|
|
Safe 03 Mass Source.ico
|
ICO
|
3.7 KB
|
|
|
Safe 03 Mass Source.xsdm
|
XSDM
|
27 KB
|
|
|
Strap Foundation.$sf
|
$SF
|
12.1 KB
|
|
|
Strap Foundation.FDB
|
FDB
|
137.2 KB
|
|
|
Strap Foundation.LOG
|
LOG
|
2.4 KB
|
|
|
Strap Foundation.OUT
|
OUT
|
716.8 B
|
|
|
Strap Foundation.ico
|
ICO
|
5.8 KB
|
|
|
Strap Foundation.xsdm
|
XSDM
|
26.8 KB
|
|
|
Temp.fdb
|
FDB
|
5.7 MB
|
|
|
acad Grid elements with layers.bak
|
BAK
|
51.5 KB
|
|
|
acad Grid elements with layers.dwg
|
DWG
|
38.8 KB
|
|
|
acad Grid.dwg
|
DWG
|
48.6 KB
|
|
|
acad Grid.dxf
|
DXF
|
140.3 KB
|
|
|
asd.rtf.pic0.emf
|
EMF
|
49.1 KB
|
|
|
base plate design.$sf
|
$SF
|
8.4 KB
|
|
|
base plate design.FDB
|
FDB
|
134.2 KB
|
|
|
base plate design.K~0
|
K~0
|
38.7 KB
|
|
|
base plate design.K~I
|
K~I
|
512 B
|
|
|
base plate design.K~J
|
K~J
|
1.1 KB
|
|
|
base plate design.K~L
|
K~L
|
614.4 B
|
|
|
base plate design.K~M
|
K~M
|
1 KB
|
|
|
base plate design.LOG
|
LOG
|
2.4 KB
|
|
|
base plate design.OUT
|
OUT
|
716.8 B
|
|
|
base plate design.Y
|
Y
|
2 KB
|
|
|
base plate design.Y$$
|
Y$$
|
409.6 B
|
|
|
base plate design.Y00
|
Y00
|
2 KB
|
|
|
base plate design.Y01
|
Y01
|
2 KB
|
|
|
base plate design.Y02
|
Y02
|
9 KB
|
|
|
base plate design.Y03
|
Y03
|
2 KB
|
|
|
base plate design.Y~
|
Y~
|
36.1 KB
|
|
|
base plate design.Y~1
|
Y~1
|
0 B
|
|
|
base plate design.ico
|
ICO
|
4.8 KB
|
|
|
base plate design.msh
|
MSH
|
18.4 KB
|
|
|
base plate design.xsdm
|
XSDM
|
26.6 KB
|
|
|
isolated footing.$sf
|
$SF
|
7.9 KB
|
|
|
isolated footing.FDB
|
FDB
|
132.9 KB
|
|
|
isolated footing.K~0
|
K~0
|
127.9 KB
|
|
|
isolated footing.K~I
|
K~I
|
1.1 KB
|
|
|
isolated footing.K~J
|
K~J
|
2.4 KB
|
|
|
isolated footing.K~L
|
K~L
|
1.7 KB
|
|
|
isolated footing.K~M
|
K~M
|
2.3 KB
|
|
|
isolated footing.LOG
|
LOG
|
2.3 KB
|
|
|
isolated footing.OUT
|
OUT
|
716.8 B
|
|
|
isolated footing.Y
|
Y
|
2 KB
|
|
|
isolated footing.Y$$
|
Y$$
|
409.6 B
|
|
|
isolated footing.Y00
|
Y00
|
4.6 KB
|
|
|
isolated footing.Y01
|
Y01
|
4.6 KB
|
|
|
isolated footing.Y02
|
Y02
|
27 KB
|
|
|
isolated footing.Y03
|
Y03
|
4.6 KB
|
|
|
isolated footing.Y~
|
Y~
|
72.8 KB
|
|
|
isolated footing.Y~1
|
Y~1
|
0 B
|
|
|
isolated footing.ico
|
ICO
|
6.2 KB
|
|
|
isolated footing.msh
|
MSH
|
12.5 KB
|
|
|
isolated footing.xsdm
|
XSDM
|
26.6 KB
|
|
|
pile cap example 2.$sf
|
$SF
|
23.9 KB
|
|
|
pile cap example 2.FDB
|
FDB
|
163.7 KB
|
|
|
pile cap example 2.LOG
|
LOG
|
2.4 KB
|
|
|
pile cap example 2.OUT
|
OUT
|
716.8 B
|
|
|
pile cap example 2.ico
|
ICO
|
7.4 KB
|
|
|
pile cap example 2.xsdm
|
XSDM
|
26.8 KB
|
|
|
slab with drop.$sf
|
$SF
|
97.7 KB
|
|
|
slab with drop.FDB
|
FDB
|
372 KB
|
|
|
slab with drop.LOG
|
LOG
|
2.4 KB
|
|
|
slab with drop.OUT
|
OUT
|
4.9 KB
|
|
|
slab with drop.ico
|
ICO
|
9 KB
|
|
|
slab with drop.xsdm
|
XSDM
|
26.5 KB
|
