Total Sheet: 123 Pages (Incl. Cover)
STRENGTH CALCULATION SHEET
FOR
4D-4103 NG SURGE DRUM
0 R.wanlop 01-02-14 R.wanlop 01-12-14
REV PREPARED DATE CHECKED DATE APPROVED DATE
PILIN PROJECT CO., LTD. 61/3 Moo 8 , Mhon-nang, Phanatnikom,
Chonburi, Thailand 20140 Tel.038-475-341-2, Fax.038-475-340 E -
mail : [email protected] www.pilin-project.com
OWNER : THE BANGCHAK PETROLEUM PUBLIC CO., LTD.
PROJECT NAME : 4D-4103 NG SURGE DRUM
LOCATION : BANGKOK, THAILAND
(DESIGN ANCHOR BOLT)
S.ChanchaiS.Chanchai 06-08-14 06-08-14
2
Eng : D Wu P Eng.
Chk : D Wu P Eng.
Date : 8/6/2014
Calculation Sheet Rev : 1
1 of 10
ANCHOR BOLT DESIGN Combined Tension and Shear
Anchor bolt design based on Code Abbreviation
ACI 318-11 Building Code Requirements for Structural Concrete
and Commentary Appendix D ACI 318-11
PIP STE05121 Anchor Bolt Design Guide-2006 PIP STE05121
Anchor Bolt Data set Nu = 0 if it's compression Code
Reference
Factored tension for design Nu = 0.00 [kips] = 0.0 [kN]
Factored shear Vu = 11.25 [kips] = 50.0 [kN]
Factored shear for design Vu = 11.25 [kips] Vu = 0 if shear key
is provided
Concrete strength f'c = 4.0 [ksi] = 27.6 [MPa]
Anchor bolt material
Anchor tensile strength futa = 125 [ksi] = 862 [MPa] ACI
318-11
Anchor is ductile steel element D.1
Anchor bolt diameter da = [in] = 19.1 [mm] PIP STE05121
Bolt sleeve diameter ds = 2.0 [in] Page A -1 Table 1
Bolt sleeve height hs = 7.0 [in]
min required
Subject : Headed Anchor Bolt Design ACI 318-11
Alberta OilSand
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Project :
Job No :
Doc No :
0.75
A193 Grade B7
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min required
Anchor bolt embedment depth hef = 9.8 [in] 9.0 OK Page A -1
Table 1
Concrete thickness ha = 25.0 [in] 12.8 OK
Bolt edge distance c1 c1 = 5.9 [in] 4.5 OK Page A -1 Table 1
Bolt edge distance c2 c2 = 5.9 [in] 4.5 OK
Bolt edge distance c3 c3 = 5.9 [in] 4.5 OK
Bolt edge distance c4 c4 = 5.9 [in] 4.5 OK ACI 318-11
ci > 1.5hef for at least two edges to avoid reducing of hef
when Nu > 0 Yes D.5.2.3
Adjusted hef for design hef = 9.84 [in] 9.0 OK D.5.2.3
Outermost bolt line spacing s1 s1 = 38.0 [in] 3.0 OK PIP
STE05121
Outermost bolt line spacing s2 s2 = 38.0 [in] 3.0 OK Page A -1
Table 1
Required No. of Bolts = 2 / side (min)
NG SURGE DRUM
300 mm.11.8
11.8
