PPI2PASS SE Exam Review Course Fall 2016 Lecture 16 Structural Engineering Course
Descripción: PPI2PASS SE Exam Review Course Fall 2016 Lecture 16 Structural Engineering Course
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Calculation of wind load for building in staad Pro
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Seismic analysis of a 5MW monopile based offshore wind turbine by means of an aeroelastic code within a probabilistic framework.
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Manual book how to process seismic data using promax feature
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BecRel Engineering Pvt Ltd JERP
Plant /Area Ref.
Item No.
Document No.
MV-UUZ751-V005/006
25194-MVVC-UUZ751-002
Project No. 25194
Subject : WIND AND SEISMIC LOADS CALCULATION Revision
0
Date
Made / Revised by
ED
18.09.06
Checked by
MDK
18.09.06
1
SHEET
Date
2
Date
3
Date
2
OF
4
Approved by
VESSEL INSIDE DIAMETER, D :
4650
mm
VESSEL THICKNESS, t :
78
mm
0
mm
INSULATION THICKNESS, ti : COEFFICIENT Kd (H.H.BEDNAR, TABLE 1.1) : EFFECTIVE VESSEL DIAMETER, De = Kd*(D+2*(t+ti)) = EFFECTIVE LENGTH OR HEIGHT OF THE VESSEL, He :
As per Basic Engineering Design Data (25194-3PS-GAB-001, Rev 3)
Vmax = Fe = 0.454 I W / R =
Where, Vmax is Maximum Lateral Seismic force
Hence, SEISMIC LOAD, Fe = SEISMIC MOMENT, Me = Fe * h =
20430.00 kg 135859.50 kg-m
20.43 ton 135.86 ton-m
2 Date
BecRel JERP
Plant /Area Ref. :
Document No.
Item No.
Project No.
0
25194
0
Subject : WIND AND SEISMIC LOADS CALCULATION Rev
0
DATE
Made / Revised by
ED
03.07.06
Checked by
MDK
03.07.06
1
DATE
2
Sheet 2
DATE
3
DATE
of
2
4
DATE
Approved by
Anchor Bolt Sizing For Horizontal Vessels QL = Vertical Load due to seismic FL = Shear Force B = Equipment Centreline to saddle Base Ls = Distance between saddles QO = Operating weight / saddle N = No. of Anchor Bolts per saddle M = Base moment = A = Base Plate Length = at = Cross Section Area of Bolt = n1 = f = Dist. Bet. Bolt centre & Saddle centre = F = Base Plate width =
e > A/6 Uplift present. Calculate Tension in Bolt by Further steps K1 = 3 (e - 0.5A) = K2 = 6n1at (f+e) / F = K3 = - K2 [(A/2) +f] =
-87.08 442.85 -94149.17
Assume Y =
196.26
Y3 + K1Y2 + K2Y + K3 =
4.E+06
Select Another value of Y Tension force in outermost bolt A Y e T ()Qo 2 3 A Y f 2 3
Provided Bolt size
36797.6981 lbs 16691 kgs 164 kN M36
BecRel JERP
Plant /Area Ref. :
Document No.
Item No.
Project No.
0
25194
0
Subject : WIND AND SEISMIC LOADS CALCULATION Rev
0
DATE
Made / Revised by
MDK
14.07.06
1
DATE
2
Sheet 2
DATE
3
DATE
of
2
4
DATE
Checked by Approved by
Anchor Bolt Sizing For Vertical Vessels QL = Vertical Load due to seismic FL = Shear Force B = Equipment Centreline to saddle Base Ls = Distance between saddles QO = Operating weight / saddle N = No. of Anchor Bolts per saddle M = Base moment = A = Base Plate Length = at = Cross Section Area of Bolt = n1 = f = Dist. Bet. Bolt centre & Saddle centre = F = Base Plate width =
