Design Calculations for Anchor Bolt
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LATER Inputs Bolt Area Bolt Size Wind Load (From PVElite) P 3000.00 lbs in 2 in Height of Vessel with Skirt H 18.00 ft 0.126 0.500 Moment M 54,000.00 lbs-ft 0.202 0.625 Weight of Vessel W 90388.00 lbs 0.302 0.750 Bolt Circle 84.00 in 0.419 0.875 Area within Bolt Circle A B 5,538.96 in 2 0.551 1.000 Circumference of Bolt Circle C B 264 in 0.693 1.125 Maximum Tension T -225.70 lb/in 0.89 1.250 Allow. Stress Value of Bolt Mat. S B 15,000.00 psi 1.054 1.375 No. of Anchor Bolts N 8.00 1.294 1.500 Req.Area of one Bolt B A -0.50 in 2 1.515 1.625 Dia of Bolt from Table against Root Area d 0.63 in 1.744 1.750 Induced Stress in Anchor Bolts S -24,267.36 psi 2.049 1.875 ANCHOR BOLT DESIGN Table B B C W A M T - = 12 N S TC B B B A = N B TC S A B B = Induced Stress in Anchor Bolts S ind -24,267.36 psi 2.049 1.875 Corrosion Allowance for Bolt CA 0.13 in 2.3 2.000 3.02 2.250 Formulas Used 3.715 2.500 4.618 2.750 i Maximum Tension ( lb/in ) 5.621 3.000 ii Req. Area of One Bolt ( Sq.in ) iii Stress in Anchor Bolt ( psi ) Resuslt: Required Diameter of Anchor Bolt 0.00 in Required Diameter of Anchor Bolt 0.00 mm B B C W A M T - = 12 N S TC B B B A = N B TC S A B B =
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How to design anchor bolts for Tanks with legs or skirt
Transcript of Design Calculations for Anchor Bolt
LATER
InputsBolt Area Bolt Size
Wind Load (From PVElite) P 3000.00 lbs in2
in
Height of Vessel with Skirt H 18.00 ft 0.126 0.500
Moment M 54,000.00 lbs-ft 0.202 0.625
Weight of Vessel W 90388.00 lbs 0.302 0.750
Bolt Circle 84.00 in 0.419 0.875
Area within Bolt Circle AB 5,538.96 in2
0.551 1.000
Circumference of Bolt Circle CB 264 in 0.693 1.125
Maximum Tension T -225.70 lb/in 0.89 1.250
Allow. Stress Value of Bolt Mat. SB 15,000.00 psi 1.054 1.375
No. of Anchor Bolts N 8.00 1.294 1.500
Req.Area of one Bolt BA -0.50 in2
1.515 1.625
Dia of Bolt from Table against Root Area d 0.63 in 1.744 1.750
Induced Stress in Anchor Bolts S -24,267.36 psi 2.049 1.875
ANCHOR BOLT DESIGN
Table
BB C
W
A
MT −=12
NS
TCB
B
BA =
NB
TCS
A
BB =
Induced Stress in Anchor Bolts Sind -24,267.36 psi 2.049 1.875
Corrosion Allowance for Bolt CA 0.13 in 2.3 2.000
3.02 2.250
Formulas Used 3.715 2.500
4.618 2.750
i Maximum Tension ( lb/in ) 5.621 3.000
ii Req. Area of One Bolt ( Sq.in )
iii Stress in Anchor Bolt ( psi )
Resuslt:
Required Diameter of Anchor Bolt 0.00 in
Required Diameter of Anchor Bolt 0.00 mm
BB C
W
A
MT −=12
NS
TCB
B
BA =
NB
TCS
A
BB =
