REVIEWED BLD2021-0819+Structural_Analysis_or_Calculations+10.15.2021_5.19.01_PM+2466829REVISION
Oct 18 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
001�
PAC I F I C
006�
"Now
%oO I ENGINEERING TECHNOiOTES, IN
BLD2021-0819
POINT EDWARDS CONDOMINIUMS
BRIDGE ABUTMENT REPAIR
85 Pine Street
Edmonds, Washington 98020
Job No.: 18287
Calculations for the pipe piles supporting the pedestrian bridge
abutments at the entrances to buildings 51, 61, and 71 at the Point
Edwards Condominiums. Design is in accordance with the 2018
International Building Code and 2018 International Existing Building
Code with the Washington State Amendments.
REVIEWED
BY
CITY OF EDMONDS
ja/1flZ)
EXIST. CONC. FO TIN I-�
1413" PIPE PILES
_
u
YP.
1
AREASL�ETYPANDSGPPE
EXlsr. CpJc. watts
WIDER PERIMETER
of AWTlENT
L
J
EXIST, SIDEWALK
TYP PEDESTRIAN BRIDGE ABUTMENT PLAN
KALE: SCALE: I/4" = I'-0"
Project No: /9 .2 8 7 Date: �? 'p � /p1 Sheet:— Of: —
Project Name: 08 1 7C', 6 9' P) " I " ':' *E Zr T"'Q � 2v
Comp. By:
Chk.By:
PACIFIC
IftwO ENGINEERING TECHNOLOGIES, INC.
2150 N.107th St., Suite 320 Seattle,WA 98133
Contents: r- P:206.281.7500 www.PacEngTech.com
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116 O/VS r5 VAP, 6
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Project No:
Date:
1/';' 1 /-, I
Project Name: -P) 1- ,,.Al
Comp. By:
Sheet. IOf: -L
Chk.By:
2150 N. 1 07th St., Suite 320 Seaftle,WA 98133
Contents:— P: 206.281.7500 www.PacEngTech.com
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A-. .1.
�: - i
Anchor Designer TIA
r Software
Version 3.0.7845.0
1.Proiect information
Customer company:
Customer contact name
Customer e-mail:
Comment:
2. Input Data & Anchor Parameters
General
Design method:ACI 318-14
Units: Imperial units
Anchor Information:
Anchor type: Bonded anchor
Material: F1554 Grade 36
Diameter (inch): 0.750
Effective Embedment depth, her (inch): 5.500
Code report: IAPMO UES ER-263
Anchor category: -
Anchor ductility: Yes
hmm (inch): 7.13
cee (inch): 11.58
Cmm (inch): 1.75
S,nm (inch): 3.00
Recommended Anchor
Anchor Name: AT-XPO -AT-XP w/ 3/4"0 F1554 Gr. 36
Code Report: IAPMO UES ER-263
gg
i
Company:
Pacific Engineering Technologies
I Date.
9/27/2021
Engineer:
GGI<
Page:
115
Project:
18287 Pt Edwards
Address:
Phone:
E-mail:
Project description:
Location:
Fastening description:
Base Material
Concrete: Normal -weight
Concrete thickness, In (inch): 8.00
State: Cracked
Compressive strength, f� (psi): 2500
%,v: 1.0
Reinforcement condition: B tension, B shear
Supplemental reinforcement: Not applicable
Reinforcement provided at corners: No
Ignore concrete breakout in tension: No
Ignore concrete breakout in shear: No
Hole condition: Dry concrete
Inspection: Continuous
Temperature range, Short/Long: 1501110'F
Ignore Edo requirement: Not applicable
Build-up grout pad: No
Base Plate
Length x Width x Thickness (inch): 12.00 x 12.00 x 0.25
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Simpson Strong -Tic Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax 925.847.3871 wvw.strongtie.com
®' Anchor DesignerTM
r Software
Version 3.0.7845.0
Company:
Pacific Engineering Technologies
I Date:
9/27/2021
Engineer:
GGK
Page:
215
Project:
18287 Pt Edwards
Address:
Phone:
E-mail:
Load and Geometry
Load factor source: ACI 318 Section 5.3
Load combination: not set
Seismic design: No
Anchors subjected to sustained tension: No
Apply entire shear load at front row: No
Anchors only resisting wind and/or seismic loads: No
Strength level loads:
22 G
Nua]Ib]:0 J= 1.% D .[-. Lb L-
Vuax [Ib]: 10950
Vuar[lb]:0
Max [ft-lb]: 0
Mur [ft-lb]: 5475
Mu. [ft-Ib]: 0
<Figure 1>
Z DIb
u ft-Ib
s'14sf
Y
a Ib
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Simpson Strong -Tic Compaiy Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com
Anchor DesignerTM
Software
Version 3.0.7845.0
<Figure 2>
Company:
Pacific Engineering Technologies
I Date.
9/27/2021
Engineer:
GGK
Page:
315
Project:
18287 Pt Edwards
Address:
Phone:
E-mail:
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Simpson Strong Tic Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 191 www.slrongtie.com
Anchor DesignerTM
t Software
Version 3.0.7845.0
Company:
Pacific Engineering Technologies
Date:
912712021
Engineer:
GGK
I Page:
415
Project:
18287 Pt Edwards
Address:
Phone:
E-mail:
3. Resulting
Anchor Forces
Anchor
Tension load,
Shear load x,
Shear load y,
Shear load combined,
N.. (Ib)
Va.. (lb)
Way (lb)
xi(V„a.)'+(V„ay)' (Ib)
1
0.0
2737.5
0.0
2737.5
2
0.0
2737.5
0.0
2737.5
3
3629.2
2737.5
0.0
2737.5
4
3629.2
2737.5
0.0
2737.5
Sum
7258.5
10950.0
0.0
10950.0
Maximum concrete compression strain (%a): 0.10
Maximum concrete compression stress (psi): 425
Resultant tension force (Ib): 7258
Resultant compression force (Ib): 7258
Eccentricity of resultant tension forces in x-axis, e'Nx (inch): 0.00
Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00
Eccentricity of resultant shear forces in x-axis, e'vx (inch): 0.00
Eccentricity of resultant shear forces in y-axis, e'vy (inch): 0.00
4. Steel Strenath of Anchor in Tension (Sec. 17.4.1)
Nsa (lb) d ONaa (lb)
19370 0.75 14528
5. Concrete Breakout Strength of Anchor in Tension (Sec. 17.4.2)
Nb = kaA.4f�haiO s (Eq. 17.4.2.2a)
ka It. fa (psi) har (in) Nb (Ib)
17.0 1.00 2500 5.500 10964
<Figure 3>
04 03
Y
01 D2
ONmo=0(ANvIAN.)yea,N` uN%Nna,NNb(Sec.17.3.1REq.17.4.2.1b)
AN, (in2) AN. (in2) c,min (In) W ,N 'qN KN V�Cp,N Nb (lb) 0 ^bg (Ib)
404.25 272.25 - 1.000 1.000 1.00 1,000 10964 0.65 10582
6. Adhesive Strength of Anchor in Tension (Sec. 17.4.5)
n,a = A,Af hva4a r &xt
rk,a (psi) f hoe-'. Kaar rk,c. (psi)
950 1.00 1.00 950
Nb. = A.c,,xrdahar(Eq. 17.4.5.2)
A. rG (psi) da (in) har (in) Nba (lb)
1.00 950 0.75 5.500 12311
ON, = 0 (ANa/ANao) Y'aa,Na V,Na'Y maNba (Sec. 17.3.1 & Eq. 17.4.5.1 b)
ANa (in2) ANao (m2) cm (In) ca,, (In) yat,Na yagN. V`vo,NB Nba(Ib) 0 ON, (Ib)
514.27 362.05 9.51 - 1.000 1.000 1.000 12311 0.65 11367
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Simpson Strong Tic Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax 925.847.3871 www.stronglie.com
Anchor DesignerTM
r r Software
Version 3.0,7845.0
8 Steel Strength of Anchor in Shear (Sec 17 5 1)
V:a (Ib) 07vur d 0.,OVaa (Ib)
11625 1.0 0.65 7556
Company:
Pacific Engineering Technologies
I Date:
9/27/2021
Engineer:
GGK
Page:
515
Project:
18287 Pt Edwards
Address:
Phone:
E-mail:
10 Concrete Prvout Strength of Anchor in Shear (Sec 17 5.31
OVans = d min lkwNag ; k oNa9I = q minikc (ANa7ANa0) Y epNa YedNa Yon.NBNba ; kCp(ANa/ANC) Y'ec NYQdNW,NY'cn,NNbI (Sec. 17.3.1 & Eq. 17.5.3.1 b)
kip ANa (in2) ANao (ins) Y'ed,Na YegN. Yup.Na Nba (Ib) Na (Ib)
2.0 730.49 362.05 1.000 1.000 1.000 12311 24840
Aw (in2) Am(ins) V., N %d,N KN %,N Nb (Ib) Na (Ib) 0
600.25 272.25 1.000 1.000 1.000 1.000 10964 24173 0.70
OV2„ y (Ib)
33842
11. Results
Interaction of Tensile
and Shear Forces (Sec. R17.61
Tension
Factored Load, N�a (Ib)
Design Strength, oNn (lb)
Ratio
Status
Steel
3629
14528
0.25
Pass
Concrete breakout
7258
10582
0.69
Pass (Governs)
Adhesive
7258
11367
0.64
Pass
Shear
Factored Load, Via (Ib)
Design Strength, oW (Ib)
Ratio
Status
Steel
2738
7556
0.36
Pass (Governs)
Pryout
10950
33842
0.32
Pass
Interaction check (Naa/ONaa)' (Vaa/Ov.05's Combined Ratio Permissible Status
Sec. R17.6 0.53 0.18 71.8% 1.0 Pass
AT-XP w/ 3/4" OJ F1554 Gr. 36 with hef = 5.500 inch meets the selected design criteria.
12. Warnings
- Designer must exercise own judgement to determine if this design is suitable.
- Refer to manufacturer's product literature for hole cleaning and installation instructions.
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Simpson Slrcng To CorI Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax. 925.847.3871 www.slrongtie.com