2115footing design using prokon

SAP2000

SAP2000 v10.0.1 - File:2115_V8_V9 - 3-D View - KN, m, C Units

12/5/09 9:56:44

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SAP2000

SAP2000 v10.0.1 - File:2115_V8_V9 - Joint Reactions (RECTIONS) - KN, m, C Units

12/5/09 9:57:04



SheetJob Number

Job Title

Client

Calcs by Checked by Date

Software Consultants (Pty) LtdInternet: http://www.prokon.comE-Mail : [email protected]

Column Base Design : F1 C15

Input Data

Base length A (m)Base width B (m)Column(s)C (m)D (m)E (m)F (m)Stub column height X (m)Base depth Y (m)Soil cover Z (m)Concrete density (kN/m3)Soil density (kN/m3)Soil friction angle (°)Base friction constantRebar depth top X (mm)Rebar depth top Y (mm)Rebar depth bottom X (mm)Rebar depth bottom Y (mm)ULS ovt. LF: Self weightULS LF: Self weightMax. SLS bearing pr. (kN/m²)S.F. Overturning (ULS)S.F. Slip (ULS)fc' base (MPa)fc' columns (MPa)fy (MPa)

1.61.6

Col 1 Col 2.3 .3

1.5.824.018220.5505050500.91.4100113030415

Unfactored LoadsLoad Case

Colno.

LFULSovt

LFULS

P(kN)

Hx(kN)

Hy(kN)

Mx(kNm)

My(kNm)

1 1 1.5 150 .3 .9 1.6 3.9

Sketch of Base


http://www.prokon.com

mailto:[email protected]


SheetJob Number

Job Title

Client



A

X

Y

Y

BC1

D1

PMx

Z

Hx

Y

X

ACI 318 - 1993

Output for Load Case

Output for Load Case Soil pressure (ULS) (kN/m²) 141.36Soil pressure (SLS) (kN/m²) 96.02SF overturning (SLS) 31.01SF overturning (ULS) 30.04Safety Factor slip (ULS) >100Safety Factor uplift (ULS) >100

Bottom Design moment X (kNm/m) 19.34Reinforcement X (mm²/m) 115Design moment Y (kNm/m) 20.42Reinforcement Y (mm²/m) 122

Top Design moment X (kNm/m) 0.00Reinforcement X (mm²/m) 0Design moment Y (kNm/m) 0.00Reinforcement Y (mm²/m) 0Linear Shear X (MPa) 0.046vc (MPa) 0.738Linear Shear Y (MPa) 0.049vc (MPa) 0.738Linear Shear Other (MPa) 0.000Punching Shear (MPa) 0.126vc (MPa) 1.819Cost 531.06





SheetJob Number

Job Title

Client



1.60

X

Y

Y

1.6

0 0.30 0.30

PMx

0.8

0

Hx

0.50

1.00

96.02 kN/m²

1.60

X

Y

Y 1

.60 0.30

0.30

PMx

0.8

0

Hx

0.50

1.00

141.36 kN/m²Soil Pressures at ULSSoil Pressures at SLS

LegendMax M (+)Max M (-)Max Shear

Load Case:ACI 318 - 1993





9Y14-B-200 (B2)

9Y14-A-200 (B1)

col1

PLAN

SECTION

B B B B B B B B

3R8-F

R8-F

4Y20-E

E

E

E

E

SECTION: col1



SheetJob Number

Job Title

Client




Input Data


1.81.7

Col 1 Col 2.4 .3

1.5.724.018220.5505050500.91.4100113030415


Colno.

LFULSovt

LFULS

P(kN)

Hx(kN)

Hy(kN)

Mx(kNm)

My(kNm)

1 1 1.5 200 .6 .4 1.6 3.9

Sketch of Base





SheetJob Number

Job Title

Client



A

X

Y

Y

BC1

D1

PMx

Z

Hx

Y

X

ACI 318 - 1993









SheetJob Number

Job Title

Client



1.80

X

Y

Y

1.7

0 0.40 0.30

PMx

0.7

0

Hx

0.50

1.00

98.32 kN/m²

1.80

X

Y

Y 1

.70 0.40

0.30

PMx

0.7

0

Hx

0.50

1.00








11Y14-B-170 (B2)

10Y14-A-170 (B1)

col1

PLAN

SECTION

B B B B B B B B B B B

3R10-F

R10-F

4Y25-E

E

E

E

E

SECTION: col1



SheetJob Number

Job Title

Client




Input Data


21.9

Col 1 Col 2.4 .3

1.5.724.018220.5505050500.91.4100113030415


Colno.

LFULSovt

LFULS

P(kN)

Hx(kN)

Hy(kN)

Mx(kNm)

My(kNm)

1 1 1.5 250 .3 .5 1.6 3.9

Sketch of Base





SheetJob Number

Job Title

Client



A

X

Y

Y

BC1

D1

PMx

Z

Hx

Y

X

ACI 318 - 1993









SheetJob Number

Job Title

Client



2.00

X

Y

Y

1.9

0 0.40 0.30

PMx

0.7

0

Hx

0.50 1.00

96.23 kN/m²

2.00

X

Y

Y 1

.90 0.40

0.30

PMx

0.7

0Hx

0.50 1.00








12Y14-B-170 (B2)

12Y14-A-170 (B1)

col1

PLAN

SECTION

B B B B B B B B B B B B

3R10-F

R10-F

4Y25-E

E

E

E

E

SECTION: col1



SheetJob Number

Job Title

Client




Input Data


2.22.1

Col 1 Col 2.4 .3

1.5.724.018220.5505050500.91.4100113030415


Colno.

LFULSovt

LFULS

P(kN)

Hx(kN)

Hy(kN)

Mx(kNm)

My(kNm)

1 1 1.5 300 .8 .7 2.1 4.2

Sketch of Base





SheetJob Number

Job Title

Client



A

X

Y

Y

BC1

D1

PMx

Z

Hx

Y

X

ACI 318 - 1993









SheetJob Number

Job Title

Client



2.20

X

Y

Y

2.1

0 0.40 0.30

PMx

0.7

0

Hx

0.50 1.00

95.02 kN/m²

2.20

X

Y

Y 2

.10 0.40

0.30

PMx

0.7

0Hx

0.50 1.00








13Y14-B-170 (B2)

13Y14-A-170 (B1)

col1

PLAN

SECTION

B B B B B B B B B B B B B

3R10-F

R10-F

4Y32-E

E

E

E

E

SECTION: col1



SheetJob Number

Job Title

Client




Input Data


2.42.2

Col 1 Col 2.5 .3

1.5.724.018220.5505050500.91.4100113030415


Colno.

LFULSovt

LFULS

P(kN)

Hx(kN)

Hy(kN)

Mx(kNm)

My(kNm)

1 1 1.5 350 .5 1.2 3.4 2.8

Sketch of Base





SheetJob Number

Job Title

Client



A

X

Y

Y

BC1

D1

PMx

Z

Hx

Y

X

ACI 318 - 1993









SheetJob Number

Job Title

Client



2.40

X

Y

Y

2.2

0 0.50 0.30

PMx

0.7

0

Hx

0.50 1.00

95.55 kN/m²

2.40

X

Y

Y 2

.20 0.50

0.30

PMx

0.7

0Hx

0.50 1.00








15Y16-B-170 (B2)

13Y16-A-170 (B1)

col1

PLAN

SECTION

B B B B B B B B B B B B B B

3R10-G

R10-G

2Y25-F4Y32-E +

E

E

E

E

F

F

SECTION: col1



SheetJob Number

Job Title

Client




Input Data


2.52.3

Col 1 Col 2.5 .3

1.5.724.018220.5505050500.91.4100113030415


Colno.

LFULSovt

LFULS

P(kN)

Hx(kN)

Hy(kN)

Mx(kNm)

My(kNm)

1 1 1.5 400 .5 1.2 3.4 2.8

Sketch of Base





SheetJob Number

Job Title

Client



A

X

Y

Y

BC1

D1

PMx

Z

Hx

Y

X

ACI 318 - 1993


Output for Load Case Soil pressure (ULS) (kN/m²) 144.93Soil pressure (SLS) (kN/m²) 98.28SF overturning (SLS) >100SF overturning (ULS) >100Safety Factor slip (ULS) >100Safety Factor uplift (ULS) >100







SheetJob Number

Job Title

Client



2.50

X

Y

Y

2.3

0 0.50 0.30

PMx

0.7

0

Hx

0.50 1.00

98.28 kN/m²

2.50

X

Y

Y 2

.30 0.50

0.30

PMx

0.7

0Hx

0.50 1.00








15Y16-B-170 (B2)

14Y16-A-170 (B1)

col1

PLAN

SECTION

B B B B B B B B B B B B B B B

3R10-G

R10-G

2Y25-F4Y32-E +

E

E

E

E

F

F

SECTION: col1



SheetJob Number

Job Title

Client




Input Data


2.92.6

Col 1 Col 2.6 .3

1.6.824.018220.5505050500.91.4100113030415


Colno.

LFULSovt

LFULS

P(kN)

Hx(kN)

Hy(kN)

Mx(kNm)

My(kNm)

1 1 1.5 500 .5 1.2 3.4 2.8

Sketch of Base





SheetJob Number

Job Title

Client



A

X

Y

Y

BC1

D1

PMx

Z

Hx

Y

X

ACI 318 - 1993









SheetJob Number

Job Title

Client



2.90

X

Y

Y

2.6

0 0.60 0.30

PMx

0.8

0Hx

0.60 1.00

97.94 kN/m²

2.90

X

Y

Y 2

.60 0.60

0.30

PMx

0.8

0Hx

0.60 1.00








17Y16-B-170 (B2)

16Y16-A-170 (B1)

col1

PLAN

SECTION

B B B B B B B B B B B B B B B B B

3R10-G

R10-G

2Y32-F4Y40-E +

E

E

E

E

F

F

SECTION: col1



SheetJob Number

Job Title

Client




Input Data


3.22.8

Col 1 Col 2.7 .3

1.6.824.018220.5505050500.91.4100113030415


Colno.

LFULSovt

LFULS

P(kN)

Hx(kN)

Hy(kN)

Mx(kNm)

My(kNm)

1 1 1.5 600 1.4 .3 2.2 3.1

Sketch of Base





SheetJob Number

Job Title

Client



A

X

Y

Y

BC1

D1

PMx

Z

Hx

Y

X

ACI 318 - 1993









SheetJob Number

Job Title

Client



3.20

X

Y

Y

2.8

0 0.70 0.30

PMx

0.8

0Hx

0.60 1.00

97.77 kN/m²

3.20

X

Y

Y 2

.80 0.70

0.30

PMx

0.8

0Hx

0.60 1.00








20Y16-B-160 (B2)

18Y16-A-160 (B1)

col1

PLAN

SECTION

B B B B B B B B B B B B B B B B B B B B

3R10-G

R10-G

2Y32-F4Y40-E +

E

E

E

E

F

F

SECTION: col1



SheetJob Number

Job Title

Client




Input Data


3.53.2

Col 1 Col 2.6 .3

1.6.824.018220.5505050500.91.4100113030415


Colno.

LFULSovt

LFULS

P(kN)

Hx(kN)

Hy(kN)

Mx(kNm)

My(kNm)

1 1 1.5 750 1.4 .3 2.2 3.1

Sketch of Base





SheetJob Number

Job Title

Client



A

X

Y

Y

BC1

D1

PMx

Z

Hx

YX

ACI 318 - 1993









SheetJob Number

Job Title

Client



3.50

X

Y

Y

3.2

0 0.60 0.30

PMx

0.8

0Hx

0.60 1.00

97.20 kN/m²

3.50

X

Y

Y 3

.20 0.60

0.30

PMx

0.8

0Hx

0.60 1.00








24Y16-B-150 (B2)

22Y16-A-150 (B1)

col1

PLAN

SECTION

BBBBBBBBBBBBBBBBBBBBBBBB

3R10-G

R10-G

2Y40-F4Y50-E +

E

E

E

E

F

F

SECTION: col1



SheetJob Number

Job Title

Client




Input Data


42.1

Col 1 Col 2.4 .4.3 .3.9 -.9

1.6.824.018220.5505050500.91.4100113030415


Colno.

LFULSovt

LFULS

P(kN)

Hx(kN)

Hy(kN)

Mx(kNm)

My(kNm)

1 1 1.5 250 1.4 .3 2.2 3.1 2 1 1.5 200 1.4 .3 2.2 3.1

Sketch of Base





SheetJob Number

Job Title

Client



A

X

Y

Y

B

E1

C1D1

E2

C2D2

PMx

PMx

Z

Hx

Y

X

ACI 318 - 1993









SheetJob Number

Job Title

Client



4.00

X

Y

Y

2.1

0

0.90

0.40 0.30

-0.90

0.40 0.30

PMx

PMx

0.8

0

Hx

0.60 1.00

94.70 kN/m²

4.00

X

Y

Y

2.1

0

0.90

0.40 0.30

-0.90

0.40 0.30

PMx

PMx

0.8

0

Hx

0.60 1.00








25Y14-B-160 (B2)

14Y14-A-160 (B1)

col1col2

PLAN

SECTION

B B B B B B B B B B B B B B B B B B B B B B B B B

3R10-F

R10-F

4Y25-E3R10-H

R10-H4Y16-G

E

E

E

E

SECTION: col1

G

G

G

G

SECTION: col2





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2115footing design using prokon