TYP-BASE_PLATE.xls

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DESIGN SHEET JOB No. J930 Building-01 DQ.No. Q17592 CLIENT BEACH MINERALS (SAN DESCRI DESCRIPTI PTION ON BASE BASE CONNE CONNECT CTION ION FRAME-1-DESIGN OF FIXED BASE CONNECTION INPUT DL+LL DL+WL Bending Moment Kn.m 240. 240.00 00 596. 596.00 00 Shear Force (Fx) Kn 2 9. 9.0 0 7 3. 3. 00 00 Axial Force (Fy) Kn 8 1. 1.0 0 5 8. 8. 00 00 Web Depth mm 1050 Flange Depth mm 200 Bolts Dia mm 32 Embed length (Le) mm 975 No. Of Bolts (n) 24 Plate Thickness (t) mm 24 Pitch (p) mm 125 guage (g) mm 125 WEB DEPTH PLATE LENGTH PLATE WIDTH

: : :

0 1-Dec-03 CSR MDP

Rev. No. Date Designed By Checked By

Length of P late Web Depth pitch e g a u g

e t a l P f o h t d i W

X8

X9

L9 L8

X3 X1

X2

L3

1050 mm 1300 mm 500 mm

L2 L1

24-BOLTS

Di st stance of of th the ex extreme Te Tensi on on Fi be ber(

:

1175 mm

Effecti ve Lever arm

: (X1*L1+X2*L2+X3*L3+X8*L8+X9*L9) : 2908 mm Tota Totall Ten Tensi sion on in each each extr extrem eme e Bol Bolts ts ( T ) : Maxi Maximu mum m mome moment nt / Eff Eff.. Lev Lever er arm arm : 596 / 2.91 2.91 : 204.95 Kn CHECK FOR BOLT SIZE FORCES IN THE BOLTS

Actual Al Allowable ( Kn ) ( Kn ) 51.24

Max. Tension in each Bolt ( T/4 )

:

Tension due to Axial Force ( Fy/n )

:

2.42

Total Tension ( P= T/4+Fy/n)

:

53.66

65.00

HENCE SAFE

Shear i n each Bol t ( Fx/n)

:

3.04

56.50

HENCE SAFE

CHECK FOR THICKNESS OF PLATE Maximum bending moment in the plate(Ma) P x g/ 4 ( About criticle section X-X) : 53.66 x 125/4 : 1.60 Kn-M Thi ckness of pl ate requi red ( t )

:

6 x Ma / f x p

: 18.40

HENCE SAFE

CHECK FOR COMBINED TENSION AND SHEAR Actual Tension All ow able Tensi on

+

(53. (53.66 66 / 65)+ 65)+(3 (3.0 .04 4 / 56.5 56.5)) =

Actual Shear 1. 4 Al lowabl e Shear 0.88 0.88

1.4

HENCE SAFE

Designed by SSR

2 of 11

DESIGN SHEET JOB No. J930 Building-01 DQ.No. Q17592 CLIENT BEACH MINERALS (SAN DESCRIPTION BASE CONNECTION


0 1-Dec-03 CSR MDP

CHECK FOR BOLT LENGTH Bond Stress For M20 grade Cocrete

:

Length of bolt required

: : :

1.20 N/mm

2

Tension in bolt/( p x bolt Dia.)x Bond stress 640 mm

HENCE SAFE

CHECK FOR BASE PLATE SIZE Area of Base Plate (A)

:

1300x500 =

650000 mm

2

DL+LL Pressure over the concrete pedestal (Fy(DL+LL)/A

:

Pressure over the concrete pedestal (M(DL+LL)/Z)

: :

RESULTANT PRESSURE (D.L+LL) DL+WL Pressure over the concrete pedestal (Fy(DL+WL)/ Pressure over the concrete pedestal (M(DL+WL)/Z

0.12 N/mm 1.704824 N/mm 1.824824 N/MM2 0 N/mm

:

RESULTANT PRESSURE (D.L+WL)

: :

Allowable pressure below the base plate

:

4.233646 N/mm 4.233646 N/MM2 6.250 N/mm

2

Allowable pressure > Actual pressure

HENCE SAFE

HENCE PROVIDE : 24 mm Thick Plate/ 24 No.s 32 mm Dia Anchor Bolts.

Designed by SSR

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FRAME2- Check For Braced Forces &D.L+L.L DESIGN OF FIXED BASE CONNECTION INPUT DL+LL DL+WL Bending Moment Kn.m 302.00 120.00 52. 00 50 .00 Shear Force (Fx) Kn Axial Force (Fy) Kn 50.00 100.00 Web Depth mm 800 Flange Depth mm 220 Bolts Dia mm 32 Embed length (Le) mm 975 No. Of Bolts (n) 24 Plate Thickness (t) mm 24 Pitch (p) mm 120 guage (g) mm 100

0 1-Dec-03 CSR MDP

Length of P late Web Depth pitch e g a u g

X8

X9

L L8

WEB DEPTH PLATE LENGTH PLATE WIDTH

: : :

X3

800 mm 1040 mm 400 mm

X1

X2

L3 L2

Distance of the extreme Tension Fiber(L)

:

920 mm

L1

Effective Lever arm

: (X1*L1+X2*L2+X3*L3+X8*L8+X9*L9) 24-BOLTS : 2197 mm Total Tension in each extreme Bolts ( T ) : Maximum moment / Eff. Lever arm : 302 / 2.2 : 137.49 Kn CHECK FOR BOLT SIZE FORCES IN THE BOLTS

Actual Allowable (Kn) (Kn) 34.37


:


:

4.17


:

38.54

65.00

HENCE SAFE

Shear in each Bolt ( Fx/n)

:

4.25

56.50

HENCE SAFE

CHECK FOR THICKNESS OF PLATE Maximum bending moment in the plate(Ma) P x g/ 4 ( About criticle section X-X) : 38.54 x 100/4 : 0.86 Kn-M Thickness of plate required ( t )

:

6 x Ma / f x p

: 13.76

HENCE SAFE

CHECK FOR COMBINED TENSION AND SHEAR Actual Tension Allowable Tension

+

(38.54 / 65)+(4.25 / 56.5) =

Actual Shear Allowable Shear 0.67

1.4

1. 4

HENCE SAFE

Designed by SSR

4 of 11



0 1-Dec-03 CSR MDP


:


: : :

1.20 N/mm

2


HENCE SAFE


:

1040x400 =

416000 mm

2

DL+LL 0.36 N/mm

2

Pressure over the concrete pedestal (Fy(DL+LL)/A)

:


: 4.1899156 N/mm : 4.5499156 N/MM2

RESULTANT PRESSURE (D.L+LL) DL+WL

0 N/mm

Pressure over the concrete pedestal (Fy(DL+WL)/A

:

Pressure over the concrete pedestal (M(DL+WL)/Z) RESULTANT PRESSURE (D.L+WL)

: 1.6648671 N/mm : 1.6648671 N/MM2


:

5.0 N/mm

2


HENCE SAFE


Designed by SSR

5 of 11



WIND COLUMNS DESIGN OF FIXED BASE CONNECTION INPUT DL+LL DL+WL Bending Moment Kn.m 0.00 542.00 Shear Force (Fx) Kn 0 .00 11 4.0 0 Axial Force (Fy) Kn 0.00 10.00 Web Depth mm 800 Flange Depth mm 200 Bolts Dia mm 32 Embed length (Le) mm 975 No. Of Bolts (n) 24 Plate Thickness (t) mm 24 Pitch (p) mm 125 guage (g) mm 125 WEB DEPTH PLATE LENGTH PLATE WIDTH

: : :

0 1-Dec-03 CSR MDP Length of P late Web Depth pitch

e g a u g

X8

X9

L9 L8

X3 X1

X2

800 mm 1050 mm 500 mm L3 L2 L1


:

925 mm

24-BOLTS

Effective Lever arm

: (X1*L1+X2*L2+X3*L3+X8*L8+X9*L9) : 2194 mm Total Tension in each extreme Bolts ( T ) : Maximum moment / Eff. Lever arm : 542 / 2.2 : 247.05 Kn CHECK FOR BOLT SIZE FORCES IN THE BOLTS



:


:

0.42


:

62.18

65.00

HENCE SAFE


:

4.75

56.50

HENCE SAFE


:

6 x Ma / f x p

: 20.20

HENCE SAFE


+

(62.18 / 65)+(4.75 / 56.5) =


1.4

1. 4

HENCE SAFE

Designed by SSR

6 of 11



0 1-Dec-03 CSR MDP


:


: : :

1.20 N/mm

2


HENCE SAFE


:

1050x500 =

525000 mm

2

DL+LL 2

Pressure over the concrete pedestal (Fy(DL+LL)/A)

:

0 N/mm


: :

0 N/mm 0 N/MM2

Pressure over the concrete pedestal (Fy(DL+WL)/A

:

0 N/mm

Pressure over the concrete pedestal (M(DL+WL)/Z) RESULTANT PRESSURE (D.L+WL)

: 5.9016804 N/mm : 5.9016804 N/MM2


:

RESULTANT PRESSURE (D.L+LL) DL+WL

6.3 N/mm

2


HENCE SAFE


Designed by SSR

7 of 11

DESIGN SHEET JOB No. J1342 Building-C DQ.No. 302-421 CUSTOME SHAPOORJI & PALLONJI DESCRIPTION HAUNCH CONNECTION


ALONG GRID-A HAUNCH DESIGN OF HAUNCH CONNECTION INPUT 6 Bending Moment Kn.m 591.00 Shear Force (Fx) Kn 128.00 Axial Force (Fy) Kn 107.00 Web Depth mm 1100 Flange Depth mm 200 Bolts Dia mm 24 No. Of Bolts (n) 20 Plate Thickness (t) mm 24 Pitch (p) mm 100 guage (g) mm 100 WEB DEPTH PLATE LENGTH PLATE WIDTH

: : :

15-6-05 SAK MDP Length of Plate Web Depth p

e t a l P e f g o a h u g t d i W

X7

X8

X6 X5

1100 mm 1300 mm 200 mm

X3

X4

X2

L6

X1

L5 L4 L3


:

L2

1100 mm L1

Effective Lever arm

: (X1*L1+X2*L2+X3*L3+X4*L4+X5*L5+X6*L6+X7*L7+X8*L8+X9*L9) : 4045 mm 20-BOLTS Total Te ns ion i n eac h extr em e Bol ts ( T ) : Ma xi mum m om ent / Eff. Lever ar m : 591 / 4.05 : 146.09 Kn CHECK FOR BOLT SIZE FORCES IN THE BOLTS Max. Tension in each Bolt ( T/2 )

:

Actual (Kn) 73.04

Allowable (Kn)


:

5.35


:

78.39

124.86

HENCE SAFE


:

6.40

46.87

HENCE SAFE

CHECK FOR THICKNESS OF PLATE Maximum bending moment in the plate(Ma) ( About criticle section X-X)

Thickness of plate required ( t )

: : :

P x g/ 4 78.39 x 100/4 1.83 Kn-M 6 x Ma / f x p

: 21.97

HENCE SAFE


+

(78.39 / 124.86)+(6.4 / 46.9) =


1. 4

1.4

HENCE PROVIDE : 2 - 24 mm Thick Plates/ 20 No.s 24 mm Dia H.S.Bolts.

HENCE SAFE

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DESIGN SHEET JOB No. J1342 Building-C DQ.No. 302-421 CUSTOME SHAPOORJI & PALLONJI DESCRIPTION HAUNCH CONNECTION


ALONG GRID-A HAUNCH DESIGN OF HAUNCH CONNECTION INPUT 6 Bending Moment Kn.m 339.00 Shear Force (Fx) Kn 82.00 Axial Force (Fy) Kn 53.00 Web Depth mm 1050 Flange Depth mm 200 Bolts Dia mm 20 No. Of Bolts (n) 16 Plate Thickness (t) mm 16 Pitch (p) mm 100 guage (g) mm 100 WEB DEPTH PLATE LENGTH PLATE WIDTH

: : :

15-6-05 SAK MDP Length of Plate Web Depth pitc

e t a l P e f g o a h t u g d i W

X7

1050 mm 1250 mm 200 mm

X3

X8

L7

X4

X2 X1

L4 L3


:

1050 mm

L2

Effective Lever arm

L1 : (X1*L1+X2*L2+X3*L3+X4*L4+X7*L7+X8*L8+X9*L9) : 3267 mm 16-BOLTS Tota l Tens ion i n e ach ex trem e Bol ts ( T ) : Maxi mum mome nt / Eff. Lever arm : 339 / 3.27 : 103.78 Kn CHECK FOR BOLT SIZE

FORCES IN THE BOLTS Max. Tension in each Bolt ( T/2 )

:

Actual (Kn) 51.89

Allowable (Kn)


:

3.31


:

55.20

86.71

HENCE SAFE


:

5.13

32.55

HENCE SAFE



: : :

P x g/ 4 55.2 x 100/4 1.30 Kn-M 6 x Ma / f x p

: 18.52

TRY AGAIN


+

(55.2 / 86.71)+(5.13 / 32.5) =


1. 4

1.4


HENCE SAFE

9 of 11

DESIGN SHEET JOB No. J1752 Building-A Q23208 Q.No. CLIENT THERMAX LTD DESCRIPTION TYPICAL BASE CONNECTION

0 1-Feb-07 SAK MDP


FRAME ALONG GRID 3 TO 10 NODE NO.14 DESIGN OF FIXED BASE CONNECTION INPUT DL+LL DL+WL Bending Moment Kn.m 126.00 140.00 Shear Force (Fx) Kn 3 5.0 0 3 8. 00 Axial Force (Fy) Kn 135.00 96.00 Web Depth mm 500 Flange Depth mm 250 Bolts Dia mm 32 Embed length (Le) mm 975 No. Of Bolts (n) 16 Plate Thickness (t) mm 24 Pitch (p) mm 130 guage (g) mm 130

Length of Plate Web Depth pitch

e g a u g

e t a l P f o h t d i W

X9

L9

X1

X2

L2 L1

16-BOLTS

WEB DEPTH PLATE LENGTH PLATE WIDTH

: : :

500 mm 1420 mm 540 mm

Di stance of the extreme Tensi on Fi ber(

:

630 mm

Effective Lever arm

: (X1*L1+X2*L2+X9*L9) : 1054 mm Total Tension in each extreme Bolts ( T ) : Maximum moment / Eff. Lever arm : 140 / 1.06 : 132.87 Kn CHECK FOR BOLT SIZE FORCES IN THE BOLTS



:


:

6.00


:

39.22

65.00

HENCE SAFE


:

2.38

56.50

HENCE SAFE


:

6 x Ma / f x p

: 14.82

HENCE SAFE


+

(39.22 / 65)+(2.38 / 56.5) =

Actual Shear 1. 4 Allowable Shear 0.65

1.4

HENCE SAFE

Designed by SSR

10 of 11

DESIGN SHEET JOB No. J1752 Building-A Q.No. Q23208 CLIENT THERMAX LTD DESCRIPTION TYPICAL BASE CONNECTION


0 1-Feb-07 SAK MDP


:


: : :

1.20 N/mm

2


HENCE SAFE


:

1420x540 =

766800 mm

2

DL+LL Pressure over the concrete pedestal (Fy(DL+LL)/A

:


: :

RESULTANT PRESSURE (D.L+LL) DL+WL Pressure over the concrete pedestal (Fy(DL+WL)/ Pressure over the concrete pedestal (M(DL+WL)/Z

0.18 N/mm 0.694585 N/mm 0.87 N/MM2 0 N/mm

:

RESULTANT PRESSURE (D.L+WL)

: :


:

0.771761 N/mm 0.77 N/MM2 5.000 N/mm

2


HENCE SAFE


Designed by SSR

11 of 11

DESIGN SHEET JOB No. J1760 DQ.No. 301-1331 CLIENT DESCRIPTION SPLICE CONNECTION

FRAME-1 SPLICE DESIGN OF SPLICE CONNECTION INPUT 6 Bending Moment Kn.m 388.00 243.00 Shear Force (Fx) Kn 225.00 Axial Force (Fy) Kn Web Depth mm 1000 Flange Depth mm 330 Bolts Dia mm 24 No. Of Bolts (n) 16 Plate Thickness (t) mm 24 Pitch (p) mm 100 guage (g) mm 100 WEB DEPTH (mm) PLATE LENGTH (mm) PLATE WIDTH (mm)

: : :

0 Rev. No. 12/4/2006 Date SAK Designed By MDP Checked By

Building-01

Width of Plate guage

16-B0LTS X1

X2

h c t i p

X3

X4

e t a h l P t f p e o D h b t g e n e W L

1000 1200 330

4 L

X7

3 L

2 L

X8


:

1100 mm

X9

9 L

Effective Lever arm

8 L

7 L

: (X1*L1+X2*L2+X3*L3+X4*L4+X7*L7+X8*L8+X9*L9) : 3455 mm Total Tens ion in each extre me Bol ts ( T ) : M axi mum mome nt / Eff. Le ver arm : 388 / 3.46 : 112.32 Kn CHECK FOR BOLT SIZE FORCES IN THE BOLTS



:


:

14.06


:

70.22

124.86

HENCE SAFE


:

15.19

46.87

HENCE SAFE

: :

P x g/ 4 70.22 x 100/4 1.40 Kn-M



:

6 x Ma / f x p

: 19.26

HENCE SAFE


+

Actual Shear Allowable Shear

(70.22 / 124.86)+(15.19 / 46.9) = 0.89

1. 4

1.4


HENCE SAFE

TYP-BASE_PLATE.xls

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