B08_Attachment_7_Structural_Calcs.pdf
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- Attached to
- COLO 253093 - York River Shoreline Stabilization Federal contract opportunity
- Solicitation number
- 140P2021R0066
About this file
This federal solicitation requests proposals for a shoreline stabilization project. The National Park Service seeks to stabilize approximately 1,500 linear feet of eroding shoreline along the York River in Colonial National Historical Park in Yorktown, Virginia. Offerors must RSVP by September 10th to attend an optional site visit on September 14th. Proposals are due by October 15th, and the period of performance is from notice of award through December 2023. The work includes installation of a composite fiber roll system, oyster castles, and vegetation plantings to reduce shoreline erosion and improve habitat.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment_05_Permit_examples_0005.pdf | ||
| Sol_140P2021R0066_Amd_0005.pdf | ||
| Amendment_04_Final_RFIs_0004.pdf | ||
| Sol_140P2021R0066_Amd_0004.pdf | ||
| Sol_140P2021R0066_Amd_0003.pdf | ||
| Amendment_03_DRAFT_RFIs_0003.pdf | ||
| Amendment_02_Sign-in_sheet_and_NPS_comments_0002.pdf | ||
| Sol_140P2021R0066_Amd_0002.pdf | ||
| Sol_140P2021R0066_Amd_0001.pdf | ||
| Amendment_01_Site_Visit_Slides_0001.pdf | ||
| B08_Attachment_3_Drawings_95pct.pdf | ||
| B08_Attachment_10_Shoreline_Mgmt_Plan.pdf | ||
| B08_Attachment_9_Wetland_Delineation_Report.pdf | ||
| B08_Attachment_8_Enviornmental_Assessment.pdf | ||
| B08_RFP_140P2021R0066.pdf | ||
| B08_Attachment_05_WD_HeavyCivil.pdf | ||
| Sol_140P2021R0066.pdf | ||
| B08_Attachment_04_Proposal_Submission_Package.docx | DOCX document | |
| B08_Attachment_6_Design_Analysis_95pct.pdf | ||
| B08_Attachment_2_Specifications_95pct.pdf | ||
| B08_Attachment_1_Scope_of_Services.docx | DOCX document |
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Wale Sizing Calculation
Max Anchor Force (from CWALSHT output) = 9,828.5 lb/ft
Maximum moment:
𝑀 0.1 𝑇 𝑠
0.1 9828.5 10.625
110.95 𝑘𝑖𝑝 𝑓𝑡
Required Section Modulus:
𝑆
61.64 𝑖𝑛
Use (2) C15x33.9, 𝑆 42.0 𝑖𝑛 x 2 = 84 𝑖𝑛
Wale-Pile Connection
A307 Bolts
Max Anchor Force (from CWALSHT output) = 9,828.5 lb/ft
Anchor Force per anchor:
Sheet width is 25 in. per Gerdau catalog
9,828.5 lb/ft x (25 in. / 12 in/ft) = 20,476 lbs.
Required Area:
Rn = Fn x Ab (AISC Eq. J3-1) ɸ Rn = ɸ Fn x Ab
= ɸ Fnt x Ab
Pu = (0.75) (0.75 Fu) Ab
𝐴𝑏 𝑃𝑢 0.75 0.75𝐹𝑢 ]
= 20,476 lbs (1 kip/1000 lbs) [(0.75)(0.75)(45 ksi)]
= 0.809 in^2
𝐴𝑏 = πd^2 4 d = √ 4𝐴𝑏/π)
= 1.02 in
Use 1-1/4 in. diameter bolts
Splice Plate Bolt Sizing
9828.5 lb/ft x 10.625 ft x 1.6=167,084.5 lbs / 167.085 kip
Vu=167.085 kip / 24 bolts = 6.962 kip per bolt ɸ Vn = ɸ Fn Ab = 0.75 (24 ksi) Ab
Ab >= 6.962 kip/(0.75*24) = 0.387 in^2 d=0.702 in
Use ¾ in. diameter bolts
PROGRAM CWALSHT-DESIGN/ANALYSIS OF ANCHORED OR CANTILEVER SHEET PILE WALLS
BY CLASSICAL METHODS
DATE: 28-OCTOBER-2020 TIME: 9:09:09
* INPUT DATA *
I.--HEADING
'COLONIAL PARKWAY
'REACH 2 PRELIMINARY WALL DESIGN
'12.5 FT ANCHOR ELEVATION
'JYC
II.--CONTROL
ANCHORED WALL ANALYSIS
FACTOR OF SAFETY FOR ACTIVE PRESSURES = 1.00
III.--WALL DATA
ELEVATION AT TOP OF WALL = 16.50 FT.
ELEVATION AT ANCHOR = 12.50 FT.
ELEVATION AT BOTTOM OF WALL = -18.50 FT.
WALL MODULUS OF ELLASTACITY = 2.900E+07 PSI.
WALL MOMENT OF INERTIA = 276.60 IN^4.
IV.--SURFACE POINT DATA
IV.A.--RIGHTSIDE
DIST. FROM ELEVATION
WALL (FT) (FT)
0.00 16.50
10.00 17.50
15.00 28.00
50.00 28.00
IV.B.--LEFTSIDE
DIST. FROM ELEVATION
WALL (FT) (FT)
0.00 2.50
30.00 0.00
V.--SOIL LAYER DATA
V.A.--RIGHTSIDE
LEVEL 2 FACTOR OF SAFETY FOR ACTIVE PRESSURE = 1.00
LEVEL 2 FACTOR OF SAFETY FOR PASSIVE PRESSURE = 1.00
ANGLE OF ANGLE OF <-SAFETY->
SAT. MOIST INTERNAL COH- WALL ADH- <--BOTTOM--> <-FACTOR->
WGHT. WGHT. FRICTION ESION FRICTION ESION ELEV. SLOPE ACT. PASS.
(PCF) (PCF) (DEG) (PSF) (DEG) (PSF) (FT) (FT/FT)
115.00 120.00 28.00 0.00 0.00 0.00 18.00 0.00 1.00 1.00
105.00 120.00 0.00 1000.00 0.00 0.00 3.00 0.00 1.00 1.00
115.00 120.00 28.00 0.00 0.00 0.00 -10.00 0.00 1.00 1.00
120.00 120.00 33.00 0.00 0.00 0.00 DEF DEF
V.B.--LEFTSIDE
LEVEL 2 FACTOR OF SAFETY FOR ACTIVE PRESSURE = 1.00
LEVEL 2 FACTOR OF SAFETY FOR PASSIVE PRESSURE = 1.00
ANGLE OF ANGLE OF <-SAFETY->
SAT. MOIST INTERNAL COH- WALL ADH- <--BOTTOM--> <-FACTOR->
WGHT. WGHT. FRICTION ESION FRICTION ESION ELEV. SLOPE ACT. PASS.
(PCF) (PCF) (DEG) (PSF) (DEG) (PSF) (FT) (FT/FT)
115.00 120.00 28.00 0.00 0.00 0.00 -10.00 0.00 1.00 1.00
120.00 120.00 33.00 0.00 0.00 0.00 1.00 1.00
VI.--WATER DATA
UNIT WEIGHT = 62.40 (PCF)
RIGHTSIDE ELEVATION = 7.00 (FT)
LEFTSIDE ELEVATION = 0.00 (FT)
SEEPAGE ELEVATION = 0.00 (FT)
SEEPAGE GRADIENT = AUTOMATIC
VII.--VERTICAL SURCHARGE LOADS
VII.A.--VERTICAL LINE LOADS
NONE
VII.B.--VERTICAL UNIFORM LOADS
LEFTSIDE RIGHTSIDE
(PSF) (PSF)
0.00 100.00
VII.C.--VERTICAL STRIP LOADS
NONE
VII.D.--VERTICAL RAMP LOADS
NONE
VII.E.--VERTICAL TRIANGULAR LOADS
NONE
VII.F.--VERTICAL VARIABLE LOADS
NONE
VIII.--HORIZONTAL LOADS
NONE
PROGRAM CWALSHT-DESIGN/ANALYSIS OF ANCHORED OR CANTILEVER SHEET PILE WALLS
BY CLASSICAL METHODS
DATE: 28-OCTOBER-2020 TIME: 9:09:14
* SUMMARY OF RESULTS FOR *
* ANCHORED WALL ANALYSIS *
I.--HEADING
'COLONIAL PARKWAY
'REACH 2 PRELIMINARY WALL DESIGN
'12.5 FT ANCHOR ELEVATION
'JYC
II.--SUMMARY
RIGHTSIDE SOIL PRESSURES DETERMINED BY FIXED SURFACE WEDGE METHOD.
LEFTSIDE SOIL PRESSURES DETERMINED BY FIXED SURFACE WEDGE METHOD.
METHOD : FREE EARTH FIXED EARTH
PASSIVE FACTOR OF SAFETY : 1.66 0.97
MAXIMUM BENDING MOMENT (LB-FT) : -8.9715E+04 -4.6584E+04
AT ELEVATION (FT) : -0.84 1.72
MAXIMUM DEFLECTION (IN.) : 1.7159E+00 5.6710E-01
AT ELEVATION (FT) : -2.50 0.50
ANCHOR FORCE (LB) : 9.0374E+03 5.4457E+03
SEEPAGE GRADIENT : 0.1892 0.1892
PROGRAM CWALSHT-DESIGN/ANALYSIS OF ANCHOREDOR CANTILEVER SHEET PILE WALLS
DATE: 28-OCTOBER-2020 TIME: 9:09:14
* COMPLETE OF RESULTS FOR *
* ANCHORED WALL ANALYSIS *
* BY FREE EARTH METHOD *
I.--HEADING
'COLONIAL PARKWAY
'REACH 2 PRELIMINARY WALL DESIGN
'12.5 FT ANCHOR ELEVATION
'JYC
II.--RESULTS (ANCHOR FORCE= 9037. (LB))
BENDING NET
ELEVATION MOMENT SHEAR DEFLECTION PRESSURE
(FT) (LB-FT) (LB) (IN) (PSF)
18.00 0.0000E+00 0. -1.0069E+00 0.00 16.50+ 3.1037E-10 0. -7.3229E-01 0.00 16.50- -9.2562E-06 0. -7.3229E-01 37.95
16.49 1.7014E-03 0. -7.3017E-01 0.00
15.50 2.1986E-01 0. -5.4922E-01 0.00
14.50 4.4058E-01 0. -3.6614E-01 0.00
13.50 6.6129E-01 0. -1.8307E-01 0.00 12.50+ 8.8201E-01 0. 0.0000E+00 0.00 12.50- 8.8201E-01 -9037. 0.0000E+00 0.00
11.50 -9.0363E+03 -9037. 1.8275E-01 0.00
10.50 -1.8074E+04 -9037. 3.6355E-01 0.00
9.50 -2.7111E+04 -9037. 5.4046E-01 0.00
8.50 -3.6148E+04 -9037. 7.1152E-01 0.00
7.50 -4.5185E+04 -9037. 8.7481E-01 0.00
7.00 -4.9704E+04 -9037. 9.5292E-01 0.00
6.62 -5.3159E+04 -9033. 1.0109E+00 23.86
6.50 -5.4218E+04 -8950. 1.0284E+00 1389.44
5.50 -6.2575E+04 -7866. 1.1702E+00 777.62
4.50 -7.0036E+04 -7039. 1.2986E+00 875.69
3.50 -7.6604E+04 -6064. 1.4120E+00 1074.19
3.00 -7.9492E+04 -5468. 1.4626E+00 1310.67
2.50 -8.2053E+04 -4755. 1.5089E+00 1540.98
1.50 -8.6042E+04 -3229. 1.5881E+00 1512.12
0.50 -8.8536E+04 -1781. 1.6488E+00 1383.59
0.00 -8.9256E+04 -1099. 1.6720E+00 1341.99 -0.50 -8.9640E+04 -440. 1.6904E+00 1294.64 -1.50 -8.9442E+04 826. 1.7128E+00 1238.38 -2.50 -8.8006E+04 2037. 1.7159E+00 1183.07 -3.50 -8.5387E+04 3192. 1.7001E+00 1127.53 -4.50 -8.1640E+04 4292. 1.6659E+00 1071.98 -5.50 -7.6821E+04 5336. 1.6142E+00 1016.44 -6.50 -7.0986E+04 6325. 1.5459E+00 960.89 -7.50 -6.4190E+04 7258. 1.4623E+00 905.34 -8.50 -5.6485E+04 8145. 1.3649E+00 869.17 -9.50 -4.7959E+04 8854. 1.2554E+00 549.23 -9.99 -4.3564E+04 8989. 1.1977E+00 0.00 -10.00 -4.3486E+04 8989. 1.1967E+00 -9.59 -10.50 -3.9016E+04 8844. 1.1356E+00 -573.04 -11.50 -3.0516E+04 8101. 1.0073E+00 -911.80 -12.50 -2.2880E+04 7162. 8.7245E-01 -967.04 -13.50 -1.6214E+04 6157. 7.3265E-01 -1041.58 -14.50 -1.0590E+04 5079. 5.8934E-01 -1116.12 -15.50 -6.0814E+03 3925. 4.4372E-01 -1190.66 -16.50 -2.7639E+03 2697. 2.9678E-01 -1265.09 -17.50 -7.1149E+02 1395. 1.4922E-01 -1339.75 -18.50 -7.1094E-02 14. 1.4784E-03 -1421.71 -18.51 0.0000E+00 0. 0.0000E+00 -1422.43
III.--WATER AND SOIL PRESSURES
<-------------SOIL PRESSURES-------------->
WATER <----LEFTSIDE-----> <---RIGHTSIDE---->
ELEVATION PRESSURE PASSIVE ACTIVE ACTIVE PASSIVE
(FT) (PSF) (PSF) (PSF) (PSF) (PSF)
18.00 0. 0. 0. 0. 0.
16.50+ 0. 0. 0. 0. 0.
16.50- 0. 0. 0. 38. 208.
16.49+ 0. 0. 0. 0. 2330.
16.49- 0. 0. 0. 0. 233.
15.50 0. 0. 0. 0. 2330.
14.50 0. 0. 0. 0. 1428.
13.50 0. 0. 0. 0. 1711.
12.50 0. 0. 0. 0. 1845.
11.50 0. 0. 0. 0. 1980.
10.50 0. 0. 0. 0. 2115.
9.50 0. 0. 0. 0. 1445.
8.50 0. 0. 0. 0. 8142.
7.50 0. 0. 0. 0. 15172.
7.00 0. 0. 0. 0. 8870.
6.62+ 24. 0. 0. 0. 3135.
6.62- 24. 0. 0. 0. 4484.
6.50 31. 0. 0. 1358. 3135.
5.50 94. 0. 0. 684. 3886.
4.50 156. 0. 0. 720. 3922.
3.50 218. 0. 0. 856. 4058.
3.00 250. 0. 0. 1061. 4272.
2.50 281. 0. 0. 1260. 4503.
1.50 343. 202. 41. 1371. 4702.
0.50 406. 404. 82. 1382. 4803.
0.00 437. 486. 99. 1391. 4859.
-0.50 425. 531. 109. 1401. 4921.
-1.50 401. 585. 122. 1422. 5050.
-2.50 378. 639. 135. 1444. 5179.
-3.50 354. 692. 147. 1466. 5308.
-4.50 331. 746. 160. 1487. 5437.
-5.50 307. 799. 173. 1509. 5531.
-6.50 283. 853. 185. 1530. 5961.
-7.50 260. 906. 198. 1552. 6596.
-8.50 236. 941. 209. 1574. 6681.
-9.50 216. 1252. 246. 1588. 7000.
-9.99 212. 1786. 299. 1585. 7782.
-10.00 201. 1795. 299. 1585. 7795.
-10.50 189. 2343. 353. 1581. 8587.
-11.50 165. 2670. 389. 1593. 9098.
-12.50 142. 2721. 399. 1612. 9223.
-13.50 118. 2791. 411. 1631. 9374.
-14.50 94. 2860. 423. 1650. 9525.
-15.50 71. 2930. 435. 1669. 9677.
-16.50 47. 3000. 447. 1688. 9828.
-17.50 24. 3070. 459. 1706. 9979.
-18.50 0. 3146. 472. 1724. 10111.
-19.50 0. 3234. 487. 1741. 10353.
PROGRAM CWALSHT-DESIGN/ANALYSIS OF ANCHOREDOR CANTILEVER SHEET PILE WALLS
BY CLASSICAL METHODS
DATE: 28-OCTOBER-2020 TIME: 9:09:14
* COMPLETE OF RESULTS FOR *
* ANCHORED WALL ANALYSIS *
* BY FIXED EARTH METHOD *
I.--HEADING
'COLONIAL PARKWAY
'REACH 2 PRELIMINARY WALL DESIGN
'12.5 FT ANCHOR ELEVATION
'JYC
II.--RESULTS (ANCHOR FORCE= 5446. (LB))
BENDING NET
ELEVATION MOMENT SHEAR DEFLECTION PRESSURE
(FT) (LB-FT) (LB) (IN) (PSF)
18.00 0.0000E+00 0. -4.0900E-01 0.00 16.50+ 0.0000E+00 0. -2.9745E-01 0.00 16.50- 7.0549E-07 0. -2.9745E-01 37.95
16.49 1.6916E-03 0. -2.9659E-01 0.00
15.50 2.1913E-01 0. -2.2309E-01 0.00
14.50 4.3910E-01 0. -1.4873E-01 0.00
13.50 6.5908E-01 0. -7.4363E-02 0.00 12.50+ 8.7905E-01 0. 0.0000E+00 0.00 12.50- 8.7905E-01 -5445. 0.0000E+00 0.00
11.50 -5.4446E+03 -5445. 7.4168E-02 0.00
10.50 -1.0890E+04 -5445. 1.4716E-01 0.00
9.50 -1.6336E+04 -5445. 2.1781E-01 0.00
8.50 -2.1781E+04 -5445. 2.8494E-01 0.00
7.50 -2.7226E+04 -5445. 3.4738E-01 0.00
7.00 -2.9949E+04 -5445. 3.7647E-01 0.00
6.62 -3.2031E+04 -5441. 3.9764E-01 23.86
6.50 -3.2668E+04 -5358. 4.0395E-01 1389.44
5.50 -3.7433E+04 -4274. 4.5350E-01 777.62
4.50 -4.1302E+04 -3448. 4.9500E-01 875.69
3.50 -4.4278E+04 -2473. 5.2762E-01 1074.19
3.00 -4.5371E+04 -1876. 5.4039E-01 1310.67
2.50 -4.6135E+04 -1164. 5.5072E-01 1540.98
1.50 -4.6550E+04 314. 5.6391E-01 1413.29
0.50 -4.5567E+04 1613. 5.6710E-01 1186.42
0.00 -4.4616E+04 2186. 5.6499E-01 1105.46 -0.50 -4.3387E+04 2722. 5.6049E-01 1037.72 -1.50 -4.0159E+04 3721. 5.4455E-01 960.29 -2.50 -3.5970E+04 4643. 5.1998E-01 884.30 -3.50 -3.0897E+04 5490. 4.8768E-01 807.95 -4.50 -2.5016E+04 6259. 4.4873E-01 731.60 -5.50 -1.8404E+04 6953. 4.0441E-01 655.25 -6.50 -1.1136E+04 7570. 3.5613E-01 578.90 -7.50 -3.2896E+03 8111. 3.0547E-01 502.55 -8.50 5.0650E+03 8592. 2.5411E-01 459.32 -9.37 1.2648E+04 8791. 2.1029E-01 0.00 -9.50 1.3798E+04 8787. 2.0384E-01 -69.12 -10.00 1.8143E+04 8516. 1.7971E-01 -1015.15 -10.50 2.2235E+04 7770. 1.5655E-01 -1968.71 -11.50 2.8927E+04 5521. 1.1401E-01 -2527.76 -12.50 3.3172E+04 2957. 7.7659E-02 -2602.00 -13.50 3.4809E+04 301. 4.8406E-02 -2709.26 -14.50 3.3738E+04 -2462. 2.6604E-02 -2816.51 -15.50 2.9850E+04 -5332. 1.2020E-02 -2922.92 -16.50 2.3038E+04 -8311. 3.8129E-03 -3035.18 -17.50 1.3187E+04 -11413. 5.1453E-04 -3169.32 -18.50 1.6178E+02 -14666. 7.0556E-10 -3335.72 -19.50 0.0000E+00 -14702. 0.0000E+00 -3337.60
III.--WATER AND SOIL PRESSURES
<-------------SOIL PRESSURES-------------->
WATER <----LEFTSIDE-----> <---RIGHTSIDE---->
ELEVATION PRESSURE PASSIVE ACTIVE ACTIVE PASSIVE
(FT) (PSF) (PSF) (PSF) (PSF) (PSF)
18.00 0. 0. 0. 0. 0.
16.50+ 0. 0. 0. 0. 0.
16.50- 0. 0. 0. 38. 327.
16.49+ 0. 0. 0. 0. 3822.
16.49- 0. 0. 0. 0. 367.
15.50 0. 0. 0. 0. 3822.
14.50 0. 0. 0. 0. 2183.
13.50 0. 0. 0. 0. 2573.
12.50 0. 0. 0. 0. 2709.
11.50 0. 0. 0. 0. 2845.
10.50 0. 0. 0. 0. 2981.
9.50 0. 0. 0. 0. 1899.
8.50 0. 0. 0. 0. 11993.
7.50 0. 0. 0. 0. 22335.
7.00 0. 0. 0. 0. 12469.
6.62+ 24. 0. 0. 0. 3613.
6.62- 24. 0. 0. 0. 5696.
6.50 31. 0. 0. 1358. 3613.
5.50 94. 0. 0. 684. 4752.
4.50 156. 0. 0. 720. 4775.
3.50 218. 0. 0. 856. 5076.
3.00 250. 0. 0. 1061. 5629.
2.50 281. 0. 0. 1260. 6215.
1.50 343. 301. 41. 1371. 6646.
0.50 406. 601. 82. 1382. 6801.
0.00 437. 722. 99. 1391. 6893.
-0.50 425. 788. 109. 1401. 6992.
-1.50 401. 864. 122. 1422. 7200.
-2.50 378. 937. 135. 1444. 7408.
-3.50 354. 1012. 147. 1466. 7545.
-4.50 331. 1086. 160. 1487. 8343.
-5.50 307. 1160. 173. 1509. 9603.
-6.50 283. 1235. 185. 1530. 9882.
-7.50 260. 1309. 198. 1552. 9784.
-8.50 236. 1350. 209. 1574. 9943.
-9.37 216. 1802. 241. 1586. 10711.
-9.50 212. 1870. 246. 1588. 10826.
-10.00 201. 2801. 299. 1585. 12323.
-10.50 189. 3738. 353. 1581. 13837.
-11.50 165. 4286. 389. 1593. 14788.
-12.50 142. 4356. 399. 1612. 14989.
-13.50 118. 4458. 411. 1631. 15241.
-14.50 94. 4561. 423. 1650. 15493.
-15.50 71. 4662. 435. 1669. 15727.
-16.50 47. 4770. 447. 1688. 16123.
-17.50 24. 4899. 459. 1706. 16653.
-18.50 0. 5060. 472. 1724. 16950.
-19.50 0. 5246. 487. 1741. 17112.
DATE: 29-OCTOBER-2020 TIME: 9:06:00
* INPUT DATA *
I.--HEADING
'COLONIAL PARKWAY
'REACH 2 WALL DESIGN
'10.5 FT ANCHOR ELEVATION
'JYC
II.--CONTROL
ANCHORED WALL ANALYSIS
FACTOR OF SAFETY FOR ACTIVE PRESSURES = 1.00
III.--WALL DATA
ELEVATION AT TOP OF WALL = 16.50 FT.
ELEVATION AT ANCHOR = 10.50 FT.
ELEVATION AT BOTTOM OF WALL = -18.50 FT.
WALL MODULUS OF ELLASTACITY = 2.900E+07 PSI.
WALL MOMENT OF INERTIA = 276.60 IN^4.
IV.--SURFACE POINT DATA
IV.A.--RIGHTSIDE
DIST. FROM ELEVATION
WALL (FT) (FT)
0.00 16.50
10.00 17.50
15.00 28.00
50.00 28.00
IV.B.--LEFTSIDE
DIST. FROM ELEVATION
WALL (FT) (FT)
0.00 2.50
30.00 0.00
V.--SOIL LAYER DATA
V.A.--RIGHTSIDE
LEVEL 2 FACTOR OF SAFETY FOR ACTIVE PRESSURE = 1.00
LEVEL 2 FACTOR OF SAFETY FOR PASSIVE PRESSURE = 1.00
ANGLE OF ANGLE OF <-SAFETY->
SAT. MOIST INTERNAL COH- WALL ADH- <--BOTTOM--> <-FACTOR->
WGHT. WGHT. FRICTION ESION FRICTION ESION ELEV. SLOPE ACT. PASS.
(PCF) (PCF) (DEG) (PSF) (DEG) (PSF) (FT) (FT/FT)
115.00 120.00 28.00 0.00 0.00 0.00 18.00 0.00 1.00 1.00
105.00 120.00 0.00 1000.00 0.00 0.00 3.00 0.00 1.00 1.00
115.00 120.00 28.00 0.00 0.00 0.00 -10.00 0.00 1.00 1.00
120.00 120.00 33.00 0.00 0.00 0.00 DEF DEF
V.B.--LEFTSIDE
LEVEL 2 FACTOR OF SAFETY FOR ACTIVE PRESSURE = 1.00
LEVEL 2 FACTOR OF SAFETY FOR PASSIVE PRESSURE = 1.00
ANGLE OF ANGLE OF <-SAFETY->
SAT. MOIST INTERNAL COH- WALL ADH- <--BOTTOM--> <-FACTOR->
WGHT. WGHT. FRICTION ESION FRICTION ESION ELEV. SLOPE ACT. PASS.
(PCF) (PCF) (DEG) (PSF) (DEG) (PSF) (FT) (FT/FT)
115.00 120.00 28.00 0.00 0.00 0.00 -10.00 0.00 1.00 1.00
120.00 120.00 33.00 0.00 0.00 0.00 1.00 1.00
VI.--WATER DATA
UNIT WEIGHT = 62.40 (PCF)
RIGHTSIDE ELEVATION = 7.00 (FT)
LEFTSIDE ELEVATION = 0.00 (FT)
SEEPAGE ELEVATION = 0.00 (FT)
SEEPAGE GRADIENT = AUTOMATIC
VII.--VERTICAL SURCHARGE LOADS
VII.A.--VERTICAL LINE LOADS
NONE
VII.B.--VERTICAL UNIFORM LOADS
LEFTSIDE RIGHTSIDE
(PSF) (PSF)
0.00 100.00
VII.C.--VERTICAL STRIP LOADS
NONE
VII.D.--VERTICAL RAMP LOADS
NONE
VII.E.--VERTICAL TRIANGULAR LOADS
NONE
VII.F.--VERTICAL VARIABLE LOADS
NONE
VIII.--HORIZONTAL LOADS
NONE
PROGRAM CWALSHT-DESIGN/ANALYSIS OF ANCHORED OR CANTILEVER SHEET PILE WALLS
BY CLASSICAL METHODS
DATE: 29-OCTOBER-2020 TIME: 9:06:03
* SUMMARY OF RESULTS FOR *
* ANCHORED WALL ANALYSIS *
I.--HEADING
'COLONIAL PARKWAY
'REACH 2 WALL DESIGN
'10.5 FT ANCHOR ELEVATION
II.--SUMMARY
RIGHTSIDE SOIL PRESSURES DETERMINED BY FIXED SURFACE WEDGE METHOD.
LEFTSIDE SOIL PRESSURES DETERMINED BY FIXED SURFACE WEDGE METHOD.
METHOD : FREE EARTH FIXED EARTH
PASSIVE FACTOR OF SAFETY : 1.73 1.01
MAXIMUM BENDING MOMENT (LB-FT) : -8.0818E+04 -4.3369E+04
AT ELEVATION (FT) : -1.45 1.12
MAXIMUM DEFLECTION (IN.) : 1.3495E+00 -4.9983E-01
AT ELEVATION (FT) : -3.50 18.00
ANCHOR FORCE (LB) : 9.8285E+03 6.2917E+03
SEEPAGE GRADIENT : 0.1892 0.1892
PROGRAM CWALSHT-DESIGN/ANALYSIS OF ANCHOREDOR CANTILEVER SHEET PILE WALLS
BY CLASSICAL METHODS
DATE: 29-OCTOBER-2020 TIME: 9:06:03
* COMPLETE OF RESULTS FOR *
* ANCHORED WALL ANALYSIS *
* BY FREE EARTH METHOD *
I.--HEADING
'COLONIAL PARKWAY
'REACH 2 WALL DESIGN
'10.5 FT ANCHOR ELEVATION
'JYC
II.--RESULTS (ANCHOR FORCE= 9829. (LB))
BENDING NET
ELEVATION MOMENT SHEAR DEFLECTION PRESSURE
(FT) (LB-FT) (LB) (IN) (PSF)
18.00 0.0000E+00 0. -1.1881E+00 0.00 16.50+ 4.6566E-10 0. -9.5048E-01 0.00 16.50- -8.0289E-06 0. -9.5048E-01 37.95
16.49 1.7002E-03 0. -9.4865E-01 0.00
15.50 2.2023E-01 0. -7.9207E-01 0.00
14.50 4.4132E-01 0. -6.3365E-01 0.00
13.50 6.6240E-01 0. -4.7524E-01 0.00
12.50 8.8349E-01 0. -3.1683E-01 0.00
11.50 1.1046E+00 0. -1.5841E-01 0.00 10.50+ 1.3257E+00 0. 0.0000E+00 0.00 10.50- 1.3257E+00 -9828. 0.0000E+00 0.00
9.50 -9.8270E+03 -9828. 1.5806E-01 0.00
8.50 -1.9655E+04 -9828. 3.1400E-01 0.00
7.50 -2.9484E+04 -9828. 4.6571E-01 0.00
7.00 -3.4398E+04 -9828. 5.3932E-01 0.00
6.62 -3.8156E+04 -9824. 5.9438E-01 23.86
6.50 -3.9308E+04 -9741. 6.1107E-01 1389.44
5.50 -4.8455E+04 -8657. 7.4798E-01 777.62
4.50 -5.6707E+04 -7830. 8.7446E-01 875.69
3.50 -6.4067E+04 -6856. 9.8874E-01 1074.19
3.00 -6.7351E+04 -6259. 1.0408E+00 1310.67
2.50 -7.0307E+04 -5546. 1.0892E+00 1540.98
1.50 -7.5087E+04 -4018. 1.1746E+00 1516.47
0.50 -7.8367E+04 -2563. 1.2439E+00 1392.27
0.00 -7.9476E+04 -1877. 1.2722E+00 1352.42 -0.50 -8.0248E+04 -1213. 1.2962E+00 1305.98 -1.50 -8.0816E+04 66. 1.3313E+00 1250.72 -2.50 -8.0134E+04 1289. 1.3491E+00 1196.39 -3.50 -7.8256E+04 2458. 1.3495E+00 1141.82 -4.50 -7.5236E+04 3573. 1.3332E+00 1087.25 -5.50 -7.1128E+04 4633. 1.3006E+00 1032.69 -6.50 -6.5988E+04 5638. 1.2528E+00 978.12 -7.50 -5.9869E+04 6589. 1.1908E+00 923.56 -8.50 -5.2824E+04 7495. 1.1158E+00 887.79 -9.50 -4.4938E+04 8227. 1.0295E+00 576.64 -10.00 -4.0774E+04 8380. 9.8266E-01 34.00 -10.03 -4.0514E+04 8380. 9.7967E-01 0.00 -10.50 -3.6603E+04 8260. 9.3358E-01 -513.13 -11.50 -2.8655E+04 7582. 8.2972E-01 -842.55 -12.50 -2.1503E+04 6712. 7.1968E-01 -896.82 -13.50 -1.5251E+04 5779. 6.0499E-01 -969.83 -14.50 -9.9688E+03 4773. 4.8700E-01 -1042.84 -15.50 -5.7296E+03 3693. 3.6684E-01 -1115.85 -16.50 -2.6062E+03 2541. 2.4542E-01 -1188.75 -17.50 -6.7162E+02 1316. 1.2343E-01 -1261.87 -18.50 -7.1584E-02 14. 1.2617E-03 -1342.12 -18.51 0.0000E+00 0. 0.0000E+00 -1342.85
III.--WATER AND SOIL PRESSURES
<-------------SOIL PRESSURES-------------->
WATER <----LEFTSIDE-----> <---RIGHTSIDE---->
ELEVATION PRESSURE PASSIVE ACTIVE ACTIVE PASSIVE
(FT) (PSF) (PSF) (PSF) (PSF) (PSF)
18.00 0. 0. 0. 0. 0.
16.50+ 0. 0. 0. 0. 0.
16.50- 0. 0. 0. 38. 203.
16.49+ 0. 0. 0. 0. 2252.
16.49- 0. 0. 0. 0. 227.
15.50 0. 0. 0. 0. 2252.
14.50 0. 0. 0. 0. 1389.
13.50 0. 0. 0. 0. 1666.
12.50 0. 0. 0. 0. 1800.
11.50 0. 0. 0. 0. 1935.
10.50 0. 0. 0. 0. 2069.
9.50 0. 0. 0. 0. 1421.
8.50 0. 0. 0. 0. 7941.
7.50 0. 0. 0. 0. 14799.
7.00 0. 0. 0. 0. 8682.
6.62+ 24. 0. 0. 0. 3110.
6.62- 24. 0. 0. 0. 4420.
6.50 31. 0. 0. 1358. 3110.
5.50 94. 0. 0. 684. 3841.
4.50 156. 0. 0. 720. 3877.
3.50 218. 0. 0. 856. 4007.
3.00 250. 0. 0. 1061. 4209.
2.50 281. 0. 0. 1260. 4426.
1.50 343. 198. 41. 1371. 4616.
0.50 406. 395. 82. 1382. 4714.
0.00 437. 475. 99. 1391. 4769.
-0.50 425. 520. 109. 1401. 4829.
-1.50 401. 573. 122. 1422. 4955.
-2.50 378. 625. 135. 1444. 5081.
-3.50 354. 678. 147. 1466. 5207.
-4.50 331. 730. 160. 1487. 5333.
-5.50 307. 783. 173. 1509. 5459.
-6.50 283. 835. 185. 1530. 5535.
-7.50 260. 888. 198. 1552. 6094.
-8.50 236. 922. 209. 1574. 6814.
-9.50 212. 1224. 246. 1588. 6989.
-10.00 212. 1752. 299. 1585. 7566.
-10.03 201. 1785. 303. 1585. 7616.
-10.50 189. 2283. 353. 1581. 8365.
-11.50 165. 2601. 389. 1593. 8858.
-12.50 142. 2651. 399. 1612. 8980.
-13.50 118. 2719. 411. 1631. 9127.
-14.50 94. 2787. 423. 1650. 9274.
-15.50 71. 2855. 435. 1669. 9421.
-16.50 47. 2924. 447. 1688. 9568.
-17.50 24. 2992. 459. 1706. 9715.
-18.50 0. 3066. 472. 1724. 9844.
-19.50 0. 3153. 487. 1741. 10071.
PROGRAM CWALSHT-DESIGN/ANALYSIS OF ANCHOREDOR CANTILEVER SHEET PILE WALLS
BY CLASSICAL METHODS
DATE: 29-OCTOBER-2020 TIME: 9:06:03
* COMPLETE OF RESULTS FOR *
* ANCHORED WALL ANALYSIS *
* BY FIXED EARTH METHOD *
I.--HEADING
'COLONIAL PARKWAY
'REACH 2 WALL DESIGN
'10.5 FT ANCHOR ELEVATION
'JYC
II.--RESULTS (ANCHOR FORCE= 6292. (LB))
BENDING NET
ELEVATION MOMENT SHEAR DEFLECTION PRESSURE
(FT) (LB-FT) (LB) (IN) (PSF)
18.00 0.0000E+00 0. -4.9983E-01 0.00 16.50+ 5.4331E-10 0. -3.9987E-01 0.00 16.50- 2.5903E-06 0. -3.9987E-01 37.95
16.49 1.6897E-03 0. -3.9910E-01 0.00
15.50 2.1930E-01 0. -3.3322E-01 0.00
14.50 4.3945E-01 0. -2.6658E-01 0.00
13.50 6.5960E-01 0. -1.9993E-01 0.00
12.50 8.7974E-01 0. -1.3329E-01 0.00
11.50 1.0999E+00 0. -6.6645E-02 0.00 10.50+ 1.3200E+00 0. 0.0000E+00 0.00 10.50- 1.3200E+00 -6291. 0.0000E+00 0.00
9.50 -6.2901E+03 -6291. 6.6419E-02 0.00
8.50 -1.2582E+04 -6291. 1.3148E-01 0.00
7.50 -1.8873E+04 -6291. 1.9384E-01 0.00
7.00 -2.2019E+04 -6291. 2.2357E-01 0.00
6.62 -2.4424E+04 -6287. 2.4553E-01 23.86
6.50 -2.5160E+04 -6204. 2.5213E-01 1389.44
5.50 -3.0771E+04 -5120. 3.0501E-01 777.62
4.50 -3.5486E+04 -4294. 3.5128E-01 875.69
3.50 -3.9309E+04 -3319. 3.8992E-01 1074.19
3.00 -4.0824E+04 -2722. 4.0611E-01 1310.67
2.50 -4.2012E+04 -2010. 4.2011E-01 1540.98
1.50 -4.3270E+04 -526. 4.4128E-01 1425.29
0.50 -4.3120E+04 791. 4.5315E-01 1210.37
0.00 -4.2576E+04 1378. 4.5560E-01 1134.16 -0.50 -4.1748E+04 1928. 4.5575E-01 1068.85 -1.50 -3.9298E+04 2960. 4.4938E-01 993.85 -2.50 -3.5853E+04 3917. 4.3457E-01 920.23 -3.50 -3.1489E+04 4800. 4.1204E-01 846.26 -4.50 -2.6278E+04 5609. 3.8275E-01 772.30 -5.50 -2.0295E+04 6345. 3.4781E-01 698.33 -6.50 -1.3614E+04 7006. 3.0851E-01 624.37 -7.50 -6.3080E+03 7593. 2.6629E-01 550.40 -8.50 1.5534E+03 8122. 2.2272E-01 507.82 -9.50 9.8460E+03 8379. 1.7949E-01 5.41 -9.50 9.8712E+03 8379. 1.7936E-01 0.00 -10.00 1.3999E+04 8157. 1.5856E-01 -891.98 -10.50 1.7928E+04 7485. 1.3838E-01 -1796.57 -11.50 2.4426E+04 5423. 1.0111E-01 -2328.25 -12.50 2.8673E+04 3058. 6.9053E-02 -2400.47 -13.50 3.0514E+04 606. 4.3132E-02 -2503.99 -14.50 2.9851E+04 -1950. 2.3740E-02 -2607.50 -15.50 2.6580E+04 -4609. 1.0731E-02 -2710.70 -16.50 2.0599E+04 -7372. 3.3995E-03 -2815.16 -17.50 1.1800E+04 -10246. 4.5514E-04 -2934.44 -18.50 6.0793E+01 -13258. 4.5857E-11 -3087.88 -19.50 0.0000E+00 -13272. 0.0000E+00 -3088.62
III.--WATER AND SOIL PRESSURES
<-------------SOIL PRESSURES-------------->
WATER <----LEFTSIDE-----> <---RIGHTSIDE---->
ELEVATION PRESSURE PASSIVE ACTIVE ACTIVE PASSIVE
(FT) (PSF) (PSF) (PSF) (PSF) (PSF)
18.00 0. 0. 0. 0. 0.
16.50+ 0. 0. 0. 0. 0.
16.50- 0. 0. 0. 38. 312.
16.49+ 0. 0. 0. 0. 3663.
16.49- 0. 0. 0. 0. 350.
15.50 0. 0. 0. 0. 3663.
14.50 0. 0. 0. 0. 2103.
13.50 0. 0. 0. 0. 2481.
12.50 0. 0. 0. 0. 2617.
11.50 0. 0. 0. 0. 2753.
10.50 0. 0. 0. 0. 2889.
9.50 0. 0. 0. 0. 1851.
8.50 0. 0. 0. 0. 11581.
7.50 0. 0. 0. 0. 21568.
7.00 0. 0. 0. 0. 12084.
6.62+ 24. 0. 0. 0. 3562.
6.62- 24. 0. 0. 0. 5567.
6.50 31. 0. 0. 1358. 3562.
5.50 94. 0. 0. 684. 4659.
4.50 156. 0. 0. 720. 4684.
3.50 218. 0. 0. 856. 4963.
3.00 250. 0. 0. 1061. 5471.
2.50 281. 0. 0. 1260. 6010.
1.50 343. 289. 41. 1371. 6410.
0.50 406. 577. 82. 1382. 6559.
0.00 437. 693. 99. 1391. 6646.
-0.50 425. 757. 109. 1401. 6741.
-1.50 401. 830. 122. 1422. 6938.
-2.50 378. 902. 135. 1444. 7136.
-3.50 354. 973. 147. 1466. 7334.
-4.50 331. 1045. 160. 1487. 7433.
-5.50 307. 1117. 173. 1509. 8482.
-6.50 283. 1189. 185. 1530. 9989.
-7.50 260. 1261. 198. 1552. 9905.
-8.50 236. 1302. 209. 1574. 9464.
-9.50 212. 1795. 246. 1588. 10354.
-9.50 212. 1801. 246. 1588. 10363.
-10.00 201. 2678. 299. 1585. 11761.
-10.50 189. 3566. 353. 1581. 13182.
-11.50 165. 4086. 389. 1593. 14076.
-12.50 142. 4154. 399. 1612. 14268.
-13.50 118. 4253. 411. 1631. 14507.
-14.50 94. 4352. 423. 1650. 14746.
-15.50 71. 4450. 435. 1669. 14986.
-16.50 47. 4550. 447. 1688. 15199.
-17.50 24. 4664. 459. 1706. 15660.
-18.50 0. 4812. 472. 1724. 16242.
-19.50 0. 4989. 487. 1741. 16402.
DATE: 29-OCTOBER-2020 TIME: 10:44:43
* INPUT DATA *
I.--HEADING
'COLONIAL PARKWAY
'REACH 2 PWALL DESIGN
'10 FT CANTILEVER
'JYC
II.--CONTROL
CANTILEVER WALL ANALYSIS
FACTOR OF SAFETY FOR ACTIVE PRESSURES = 1.00
III.--WALL DATA
ELEVATION AT TOP OF WALL = 10.00 FT.
ELEVATION AT BOTTOM OF WALL = -18.50 FT.
WALL MODULUS OF ELLASTACITY = 2.900E+07 PSI.
WALL MOMENT OF INERTIA = 276.60 IN^4.
IV.--SURFACE POINT DATA
IV.A.--RIGHTSIDE
DIST. FROM ELEVATION
WALL (FT) (FT)
0.00 10.00
20.00 12.00
35.00 25.00
IV.B.--LEFTSIDE
DIST. FROM ELEVATION
WALL (FT) (FT)
0.00 2.50
30.00 0.00
V.--SOIL LAYER DATA
V.A.--RIGHTSIDE
LEVEL 2 FACTOR OF SAFETY FOR ACTIVE PRESSURE = 1.00
LEVEL 2 FACTOR OF SAFETY FOR PASSIVE PRESSURE = 1.00
ANGLE OF ANGLE OF <-SAFETY->
SAT. MOIST INTERNAL COH- WALL ADH- <--BOTTOM--> <-FACTOR->
WGHT. WGHT. FRICTION ESION FRICTION ESION ELEV. SLOPE ACT. PASS.
(PCF) (PCF) (DEG) (PSF) (DEG) (PSF) (FT) (FT/FT)
115.00 120.00 28.00 0.00 0.00 0.00 18.00 0.00 1.00 1.00
105.00 120.00 0.00 1000.00 0.00 0.00 3.00 0.00 1.00 1.00
115.00 120.00 28.00 0.00 0.00 0.00 -10.00 0.00 1.00 1.00
120.00 120.00 33.00 0.00 0.00 0.00 DEF DEF
V.B.--LEFTSIDE
LEVEL 2 FACTOR OF SAFETY FOR ACTIVE PRESSURE = 1.00
LEVEL 2 FACTOR OF SAFETY FOR PASSIVE PRESSURE = 1.00
WGHT. WGHT. FRICTION ESION FRICTION ESION ELEV. SLOPE ACT. PASS.
(PCF) (PCF) (DEG) (PSF) (DEG) (PSF) (FT) (FT/FT)
115.00 120.00 28.00 0.00 0.00 0.00 -10.00 0.00 1.00 1.00
120.00 120.00 33.00 0.00 0.00 0.00 1.00 1.00
VI.--WATER DATA
UNIT WEIGHT = 62.40 (PCF)
RIGHTSIDE ELEVATION = 7.00 (FT)
LEFTSIDE ELEVATION = 0.00 (FT)
SEEPAGE ELEVATION = 0.00 (FT)
SEEPAGE GRADIENT = AUTOMATIC
VII.--VERTICAL SURCHARGE LOADS
VII.A.--VERTICAL LINE LOADS
NONE
VII.B.--VERTICAL UNIFORM LOADS
LEFTSIDE RIGHTSIDE
(PSF) (PSF)
0.00 100.00
VII.C.--VERTICAL STRIP LOADS
NONE
VII.D.--VERTICAL RAMP LOADS
NONE
VII.E.--VERTICAL TRIANGULAR LOADS
NONE
VII.F.--VERTICAL VARIABLE LOADS
NONE
VIII.--HORIZONTAL LOADS
NONE
PROGRAM CWALSHT-DESIGN/ANALYSIS OF ANCHORED OR CANTILEVER SHEET PILE WALLS
BY CLASSICAL METHODS
DATE: 29-OCTOBER-2020 TIME: 10:44:46
* SUMMARY OF RESULTS FOR *
* CANTILEVER WALL ANALYSIS *
I.--HEADING
'COLONIAL PARKWAY
'REACH 2 PWALL DESIGN
'10 FT CANTILEVER
II.--SUMMARY
RIGHTSIDE SOIL PRESSURES DETERMINED BY FIXED SURFACE WEDGE METHOD.
LEFTSIDE SOIL PRESSURES DETERMINED BY FIXED SURFACE WEDGE METHOD.
PASSIVE FACTOR OF SAFETY : 1.74
MAX. BEND. MOMENT (LB-FT) : 2.9706E+04
AT ELEVATION (FT) : -11.64
MAXIMUM DEFLECTION (IN.) : 1.9529E+00
AT ELEVATION (FT) : 18.00
SEEPAGE GRADIENT : 0.1892
PROGRAM CWALSHT-DESIGN/ANALYSIS OF ANCHOREDOR CANTILEVER SHEET PILE WALLS
BY CLASSICAL METHODS
DATE: 29-OCTOBER-2020 TIME: 10:44:46
* COMPLETE OF RESULTS FOR *
* CANTILEVER WALL ANALYSIS *
I.--HEADING
'COLONIAL PARKWAY
'REACH 2 PWALL DESIGN
'10 FT CANTILEVER
'JYC
II.--RESULTS
BENDING NET
ELEVATION MOMENT SHEAR DEFLECTION PRESSURE
(FT) (LB-FT) (LB) (IN) (PSF)
18.00 0.0000E+00 0. 1.9529E+00 0.00 10.00+ -4.3656E-11 0. 1.3846E+00 0.00 10.00- -1.7752E-05 0. 1.3846E+00 37.37
10.00 1.7232E-04 0. 1.3844E+00 0.00
9.00 -4.9110E-02 0. 1.3136E+00 0.00
8.00 -9.8618E-02 0. 1.2426E+00 0.00
7.00 -1.4813E-01 0. 1.1715E+00 0.00
6.00 1.0202E+01 31. 1.1005E+00 62.40
5.00 8.2953E+01 125. 1.0295E+00 124.80
4.00 2.8050E+02 281. 9.5844E-01 187.20
3.00 6.6525E+02 499. 8.8749E-01 249.60
2.63 8.6690E+02 595. 8.6135E-01 272.62
2.50 9.4774E+02 641. 8.5207E-01 425.13
2.00 1.3280E+03 893. 8.1669E-01 581.08
1.50 1.8436E+03 1163. 7.8139E-01 498.28
1.00 2.4848E+03 1398. 7.4619E-01 441.83
0.00 4.0910E+03 1802. 6.7623E-01 367.90 -1.00 6.0628E+03 2126. 6.0715E-01 279.94 -2.00 8.3207E+03 2381. 5.3939E-01 229.37
-3.00 1.0813E+04 2600. 4.7342E-01 209.31 -3.65 1.2535E+04 2669. 4.3170E-01 0.00 -4.00 1.3465E+04 2649. 4.0979E-01 -112.23 -5.00 1.6012E+04 2399. 3.4906E-01 -387.58 -6.00 1.8280E+04 2202. 2.9176E-01 -5.90 -7.00 2.0521E+04 2319. 2.3841E-01 240.21 -8.00 2.2942E+04 2505. 1.8948E-01 130.59 -9.00 2.5471E+04 2513. 1.4550E-01 -113.53 -10.00 2.7818E+04 2071. 1.0700E-01 -771.96 -11.00 2.9392E+04 967. 7.4473E-02 -1435.89 -12.00 2.9599E+04 -597. 4.8259E-02 -1691.29 -13.00 2.8142E+04 -2329. 2.8390E-02 -1773.53 -14.00 2.4909E+04 -4155. 1.4552E-02 -1877.39 -15.00 1.9798E+04 -6084. 6.0458E-03 -1981.25 -15.32 1.7761E+04 -6720. 4.2900E-03 -2014.30 -16.00 1.2848E+04 -7495. 1.7701E-03 -260.15 -17.00 5.6512E+03 -6469. 2.5747E-04 2313.02 -18.00 7.6777E+02 -2869. 3.7161E-06 4886.19 -18.50 -2.4353E+00 -104. -9.6791E-11 6172.77 -18.52 0.0000E+00 0. 0.0000E+00 6216.10
III.--WATER AND SOIL PRESSURES
<-------------SOIL PRESSURES-------------->
WATER <----LEFTSIDE-----> <---RIGHTSIDE---->
ELEVATION PRESSURE PASSIVE ACTIVE ACTIVE PASSIVE
(FT) (PSF) (PSF) (PSF) (PSF) (PSF)
18.00 0. 0. 0. 0. 0.
10.00+ 0. 0. 0. 0. 0.
10.00- 0. 0. 0. 37. 196.
10.00+ 0. 0. 0. 0. 7114.
10.00- 0. 0. 0. 0. 221.
9.00 0. 0. 0. 0. 7114.
8.00 0. 0. 0. 0. 488.
7.00 0. 0. 0. 0. 1568.
6.00 62. 0. 0. 0. 1645.
5.00 125. 0. 0. 0. 1710.
4.00 187. 0. 0. 0. 1722.
3.00 250. 0. 0. 0. 1502.
2.63+ 273. 0. 0. 0. 1341.
2.63- 273. 0. 0. 0. 1383.
2.50 281. 0. 0. 144. 1341.
2.00 312. 98. 21. 368. 1320.
1.50 343. 198. 41. 353. 1396.
1.00 374. 296. 62. 364. 3937.
0.00 437. 455. 96. 386. 788.
-1.00 413. 545. 116. 411. 853.
-2.00 390. 598. 129. 437. 3527.
-3.00 366. 649. 141. 493. 40727.
-3.65 351. 683. 149. 333. 29779.
-4.00 342. 702. 154. 247. 23910.
-5.00 319. 754. 166. 48. 10485.
-6.00 295. 806. 179. 505. 3435.
-7.00 272. 859. 192. 827. 2846.
-8.00 248. 888. 202. 771. 3130.
-9.00 224. 1099. 230. 762. 3464.
-10.00 201. 1746. 299. 774. 4313.
-11.00 177. 2401. 368. 788. 5179.
-12.00 153. 2628. 395. 783. 5545.
-13.00 130. 2673. 405. 770. 5699.
-14.00 106. 2741. 417. 757. 5879.
-15.00 83. 2809. 429. 745. 6059.
-15.32 75. 2831. 433. 741. 6116.
-16.00 59. 2877. 441. 733. 6239.
-17.00 35. 2945. 453. 721. 6419.
-18.00 12. 3013. 465. 708. 6598.
-18.50 0. 3050. 472. 702. 6685.
-18.52 0. 3093. 479. 694. 6766.
-20.00 0. 3185. 494. 679. 6922.
DATE: 29-OCTOBER-2020 TIME: 11:29:10
* INPUT DATA *
I.--HEADING
'COLONIAL PARKWAY
'REACH 2 WALL DESIGN
'9 FT ANCHOR
'JYC
II.--CONTROL
ANCHORED WALL ANALYSIS
FACTOR OF SAFETY FOR ACTIVE PRESSURES = 1.00
III.--WALL DATA
ELEVATION AT TOP OF WALL = 16.50 FT.
ELEVATION AT ANCHOR = 9.00 FT.
ELEVATION AT BOTTOM OF WALL = -18.50 FT.
WALL MODULUS OF ELLASTACITY = 2.900E+07 PSI.
WALL MOMENT OF INERTIA = 276.60 IN^4.
IV.--SURFACE POINT DATA
IV.A.--RIGHTSIDE
DIST. FROM ELEVATION
WALL (FT) (FT)
0.00 16.50
30.00 20.00
35.00 25.00
IV.B.--LEFTSIDE
DIST. FROM ELEVATION
WALL (FT) (FT)
0.00 3.75
30.00 0.00
V.--SOIL LAYER DATA
V.A.--RIGHTSIDE
LEVEL 2 FACTOR OF SAFETY FOR ACTIVE PRESSURE = 1.00
LEVEL 2 FACTOR OF SAFETY FOR PASSIVE PRESSURE = 1.00
ANGLE OF ANGLE OF <-SAFETY->
SAT. MOIST INTERNAL COH- WALL ADH- <--BOTTOM--> <-FACTOR->
WGHT. WGHT. FRICTION ESION FRICTION ESION ELEV. SLOPE ACT. PASS.
(PCF) (PCF) (DEG) (PSF) (DEG) (PSF) (FT) (FT/FT)
115.00 120.00 28.00 0.00 0.00 0.00 18.00 0.00 1.00 1.00
105.00 120.00 0.00 1000.00 0.00 0.00 3.00 0.00 1.00 1.00
115.00 120.00 28.00 0.00 0.00 0.00 -10.00 0.00 1.00 1.00
120.00 120.00 33.00 0.00 0.00 0.00 DEF DEF
V.B.--LEFTSIDE
LEVEL 2 FACTOR OF SAFETY FOR ACTIVE PRESSURE = 1.00
LEVEL 2 FACTOR OF SAFETY FOR PASSIVE PRESSURE = 1.00
WGHT. WGHT. FRICTION ESION FRICTION ESION ELEV. SLOPE ACT. PASS.
(PCF) (PCF) (DEG) (PSF) (DEG) (PSF) (FT) (FT/FT)
115.00 120.00 28.00 0.00 0.00 0.00 -10.00 0.00 1.00 1.00
120.00 120.00 33.00 0.00 0.00 0.00 1.00 1.00
VI.--WATER DATA
UNIT WEIGHT = 62.40 (PCF)
RIGHTSIDE ELEVATION = 7.00 (FT)
LEFTSIDE ELEVATION = 0.00 (FT)
SEEPAGE ELEVATION = 0.00 (FT)
SEEPAGE GRADIENT = AUTOMATIC
VII.--VERTICAL SURCHARGE LOADS
VII.A.--VERTICAL LINE LOADS
NONE
VII.B.--VERTICAL UNIFORM LOADS
LEFTSIDE RIGHTSIDE
(PSF) (PSF)
0.00 100.00
VII.C.--VERTICAL STRIP LOADS
NONE
VII.D.--VERTICAL RAMP LOADS
NONE
VII.E.--VERTICAL TRIANGULAR LOADS
NONE
VII.F.--VERTICAL VARIABLE LOADS
NONE
VIII.--HORIZONTAL LOADS
NONE
PROGRAM CWALSHT-DESIGN/ANALYSIS OF ANCHORED OR CANTILEVER SHEET PILE WALLS
BY CLASSICAL METHODS
DATE: 29-OCTOBER-2020 TIME: 11:29:15
* SUMMARY OF RESULTS FOR *
* ANCHORED WALL ANALYSIS *
I.--HEADING
'COLONIAL PARKWAY
'REACH 2 WALL DESIGN
'9 FT ANCHOR
II.--SUMMARY
RIGHTSIDE SOIL PRESSURES DETERMINED BY FIXED SURFACE WEDGE METHOD.
LEFTSIDE SOIL PRESSURES DETERMINED BY FIXED SURFACE WEDGE METHOD.
METHOD : FREE EARTH FIXED EARTH
PASSIVE FACTOR OF SAFETY : 9.80 2.60
MAXIMUM BENDING MOMENT (LB-FT) : -3.2915E+04 -1.7005E+04
AT ELEVATION (FT) : -2.20 -0.09
MAXIMUM DEFLECTION (IN.) : -5.4187E-01 -2.1816E-01
AT ELEVATION (FT) : 18.00 18.00
ANCHOR FORCE (LB) : 4.0752E+03 2.4436E+03
SEEPAGE GRADIENT : 0.1892 0.1892
PROGRAM CWALSHT-DESIGN/ANALYSIS OF ANCHOREDOR CANTILEVER SHEET PILE WALLS
BY CLASSICAL METHODS
DATE: 29-OCTOBER-2020 TIME: 11:29:15
* COMPLETE OF RESULTS FOR *
* ANCHORED WALL ANALYSIS *
* BY FREE EARTH METHOD *
I.--HEADING
'COLONIAL PARKWAY
'REACH 2 WALL DESIGN
'9 FT ANCHOR
'JYC
II.--RESULTS (ANCHOR FORCE= 4075. (LB))
BENDING NET
ELEVATION MOMENT SHEAR DEFLECTION PRESSURE
(FT) (LB-FT) (LB) (IN) (PSF)
18.00 0.0000E+00 0. -5.4187E-01 0.00 16.50+ 3.8801E-10 0. -4.5156E-01 0.00 16.50- -2.2454E-07 0. -4.5156E-01 37.08
16.49 1.5853E-03 0. -4.5088E-01 0.00
15.50 2.0836E-01 0. -3.9135E-01 0.00
14.50 4.1750E-01 0. -3.3115E-01 0.00
13.50 6.2665E-01 0. -2.7094E-01 0.00
12.50 8.3579E-01 0. -2.1073E-01 0.00
11.50 1.0449E+00 0. -1.5052E-01 0.00
10.50 1.2541E+00 0. -9.0313E-02 0.00
9.50 1.4632E+00 0. -3.0105E-02 0.00 9.00+ 1.5678E+00 0. 0.0000E+00 0.00 9.00- 1.5678E+00 -4075. 0.0000E+00 0.00
8.50 -2.0359E+03 -4075. 3.0086E-02 0.00
7.50 -6.1109E+03 -4075. 8.9820E-02 0.00
7.00 -8.1484E+03 -4075. 1.1925E-01 0.00
6.50 -1.0185E+04 -4067. 1.4824E-01 31.20
5.50 -1.4226E+04 -4005. 2.0446E-01 93.60
4.50 -1.8173E+04 -3880. 2.5762E-01 156.00
3.75 -2.1035E+04 -3745. 2.9497E-01 202.80
3.50 -2.1965E+04 -3697. 3.0687E-01 188.40
3.15 -2.3252E+04 -3634. 3.2308E-01 168.18
3.00 -2.3790E+04 -3598. 3.2977E-01 319.12
2.75 -2.4676E+04 -3474. 3.4075E-01 668.66
2.50 -2.5522E+04 -3290. 3.5139E-01 807.97
1.50 -2.8419E+04 -2513. 3.9043E-01 745.50
0.50 -3.0564E+04 -1785. 4.2336E-01 710.17
0.00 -3.1369E+04 -1434. 4.3738E-01 693.05 -0.50 -3.2000E+04 -1093. 4.4971E-01 673.56 -1.50 -3.2762E+04 -438. 4.6919E-01 635.65 -2.50 -3.2889E+04 179. 4.8161E-01 597.77 -3.50 -3.2417E+04 758. 4.8697E-01 559.89 -4.50 -3.1386E+04 1299. 4.8535E-01 522.00 -5.50 -2.9833E+04 1802. 4.7697E-01 484.11 -6.50 -2.7796E+04 2267. 4.6218E-01 446.22 -7.50 -2.5312E+04 2694. 4.4142E-01 408.34 -8.50 -2.2420E+04 3083. 4.1520E-01 370.20 -9.50 -1.9159E+04 3434. 3.8416E-01 330.43 -10.00 -1.7411E+04 3534. 3.6705E-01 72.37 -10.14 -1.6920E+04 3539. 3.6212E-01 0.00 -10.50 -1.5646E+04 3505. 3.4900E-01 -188.09 -11.50 -1.2261E+04 3238. 3.1047E-01 -346.52 -12.50 -9.2007E+03 2878. 2.6929E-01 -374.44 -13.50 -6.5165E+03 2485. 2.2612E-01 -411.25 -14.50 -4.2435E+03 2055. 1.8153E-01 -448.07 -15.50 -2.4186E+03 1589. 1.3603E-01 -484.88 -16.50 -1.0785E+03 1085. 8.9998E-02 -521.63 -17.50 -2.6013E+02 545. 4.3723E-02 -558.51 -18.44 0.0000E+00 0. 0.0000E+00 -597.36
III.--WATER AND SOIL PRESSURES
<-------------SOIL PRESSURES-------------->
WATER <----LEFTSIDE-----> <---RIGHTSIDE---->
ELEVATION PRESSURE PASSIVE ACTIVE ACTIVE PASSIVE
(FT) (PSF) (PSF) (PSF) (PSF) (PSF)
18.00 0. 0. 0. 0. 0.
16.50+ 0. 0. 0. 0. 0.
16.50- 0. 0. 0. 37. 116.
16.49+ 0. 0. 0. 0. 604.
16.49- 0. 0. 0. 0. 121.
15.50 0. 0. 0. 0. 604.
14.50 0. 0. 0. 0. 563.
13.50 0. 0. 0. 0. 725.
12.50 0. 0. 0. 0. 861.
11.50 0. 0. 0. 0. 997.
10.50 0. 0. 0. 0. 1133.
9.50 0. 0. 0. 0. 1269.
9.00 0. 0. 0. 0. 1337.
8.50 0. 0. 0. 0. 1405.
7.50 0. 0. 0. 0. 1541.
7.00 0. 0. 0. 0. 1599.
6.50 31. 0. 0. 0. 1638.
5.50 94. 0. 0. 0. 1697.
4.50 156. 0. 0. 0. 1756.
3.75 203. 0. 0. 0. 1800.
3.50 218. 30. 10. 0. 1814.
3.15+ 240. 72. 24. 0. 1830.
3.15- 240. 72. 24. 0. 1825.
3.00 250. 90. 30. 160. 1830.
2.75 265. 120. 40. 523. 1837.
2.50 281. 150. 50. 677. 1852.
1.50 343. 270. 91. 672. 1930.
0.50 406. 390. 131. 695. 2008.
0.00 437. 450. 147. 706. 2048.
-0.50 425. 470. 157. 719. 2092.
-1.50 401. 511. 169. 745. 2182.
-2.50 378. 552. 180. 772. 2273.
-3.50 354. 593. 192. 799. 2363.
-4.50 331. 634. 204. 825. 2454.
-5.50 307. 674. 215. 852. 2544.
-6.50 283. 715. 227. 878. 2635.
-7.50 260. 756. 239. 905. 2678.
-8.50 236. 797. 249. 931. 3132.
-9.50 212. 843. 283. 961. 3976.
-10.00 211. 1109. 334. 981. 4168.
-10.14 201. 1184. 348. 986. 4196.
-10.50 189. 1377. 384. 1000. 4269.
-11.50 165. 1538. 418. 1026. 4502.
-12.50 142. 1565. 427. 1049. 4566.
-13.50 118. 1601. 439. 1072. 4638.
-14.50 94. 1637. 450. 1095. 4711.
-15.50 71. 1673. 461. 1118. 4785.
-16.50 47. 1709. 473. 1141. 4862.
-17.50 24. 1745. 484. 1163. 4942.
-18.50 0. 1785. 496. 1185. 5018.
PROGRAM CWALSHT-DESIGN/ANALYSIS OF ANCHOREDOR CANTILEVER SHEET PILE WALLS
BY CLASSICAL METHODS
DATE: 29-OCTOBER-2020 TIME: 11:29:15
* COMPLETE OF RESULTS FOR *
* ANCHORED WALL ANALYSIS *
* BY FIXED EARTH METHOD *
I.--HEADING
'COLONIAL PARKWAY
'REACH 2 WALL DESIGN
'9 FT ANCHOR
'JYC
II.--RESULTS (ANCHOR FORCE= 2444. (LB))
BENDING NET
ELEVATION MOMENT SHEAR DEFLECTION PRESSURE
(FT) (LB-FT) (LB) (IN) (PSF)
18.00 0.0000E+00 0. -2.1816E-01 0.00
16.50+ 5.8208E-11 0. -1.8180E-01 0.00 16.50- -2.4950E-06 0. -1.8180E-01 37.08
16.49 1.5876E-03 0. -1.8152E-01 0.00
15.50 2.0883E-01 0. -1.5756E-01 0.00
14.50 4.1846E-01 0. -1.3332E-01 0.00
13.50 6.2808E-01 0. -1.0908E-01 0.00
12.50 8.3771E-01 0. -8.4840E-02 0.00
11.50 1.0473E+00 0. -6.0601E-02 0.00
10.50 1.2570E+00 0. -3.6361E-02 0.00
9.50 1.4666E+00 0. -1.2120E-02 0.00 9.00+ 1.5714E+00 0. 0.0000E+00 0.00 9.00- 1.5714E+00 -2443. 0.0000E+00 0.00
8.50 -1.2201E+03 -2443. 1.2109E-02 0.00
7.50 -3.6635E+03 -2443. 3.6065E-02 0.00
7.00 -4.8852E+03 -2443. 4.7780E-02 0.00
6.50 -6.1056E+03 -2436. 5.9232E-02 31.20
5.50 -8.5152E+03 -2373. 8.1084E-02 93.60
4.50 -1.0831E+04 -2248. 1.0110E-01 156.00
3.75 -1.2469E+04 -2114. 1.1461E-01 202.80
3.50 -1.2992E+04 -2066. 1.1879E-01 179.35
3.15 -1.3707E+04 -2009. 1.2436E-01 146.41
3.00 -1.4004E+04 -1976. 1.2661E-01 291.96
2.75 -1.4485E+04 -1861. 1.3025E-01 632.45
2.50 -1.4929E+04 -1686. 1.3368E-01 762.71
1.50 -1.6251E+04 -973. 1.4537E-01 663.84
0.50 -1.6903E+04 -345. 1.5357E-01 592.86
0.00 -1.7003E+04 -53. 1.5632E-01 572.87 -0.50 -1.6959E+04 225. 1.5814E-01 539.88 -1.50 -1.6470E+04 747. 1.5907E-01 504.90 -2.50 -1.5476E+04 1235. 1.5646E-01 470.69 -3.50 -1.4011E+04 1689. 1.5052E-01 436.28 -4.50 -1.2110E+04 2108. 1.4157E-01 401.87 -5.50 -9.8072E+03 2492. 1.3002E-01 367.47 -6.50 -7.1369E+03 2843. 1.1637E-01 333.06 -7.50 -4.1335E+03 3158. 1.0118E-01 298.66 -8.50 -8.2912E+02 3447. 8.5106E-02 278.10 -9.50 2.7195E+03 3613. 6.8859E-02 54.63 -9.57 2.9682E+03 3615. 6.7754E-02 0.00 -10.00 4.5164E+03 3541. 6.0907E-02 -342.35 -10.50 6.2276E+03 3270. 5.3198E-02 -742.72 -11.50 9.0867E+03 2409. 3.8867E-02 -979.98 -12.50 1.1000E+04 1411. 2.6475E-02 -1014.49 -13.50 1.1896E+04 373. 1.6435E-02 -1062.81 -14.50 1.1729E+04 -714. 8.9387E-03 -1111.12 -15.50 1.0451E+04 -1849. 3.9489E-03 -1159.44 -16.50 8.0140E+03 -3033. 1.1899E-03 -1207.67 -17.50 4.3691E+03 -4265. 1.3551E-04 -1256.08 -18.50 0.0000E+00 -5421. 0.0000E+00 -1305.02
III.--WATER AND SOIL PRESSURES
<-------------SOIL PRESSURES-------------->
WATER <----LEFTSIDE-----> <---RIGHTSIDE---->
ELEVATION PRESSURE PASSIVE ACTIVE ACTIVE PASSIVE
(FT) (PSF) (PSF) (PSF) (PSF) (PSF)
18.00 0. 0. 0. 0. 0.
16.50+ 0. 0. 0. 0. 0.
16.50- 0. 0. 0. 37. 158.
16.49+ 0. 0. 0. 0. 1584.
16.49- 0. 0. 0. 0. 174.
15.50 0. 0. 0. 0. 1584.
14.50 0. 0. 0. 0. 1057.
13.50 0. 0. 0. 0. 1289.
12.50 0. 0. 0. 0. 1426.
11.50 0. 0. 0. 0. 1562.
10.50 0. 0. 0. 0. 1699.
9.50 0. 0. 0. 0. 1836.
9.00 0. 0. 0. 0. 1905.
8.50 0. 0. 0. 0. 1973.
7.50 0. 0. 0. 0. 2110.
7.00 0. 0. 0. 0. 2168.
6.50 31. 0. 0. 0. 2208.
5.50 94. 0. 0. 0. 2268.
4.50 156. 0. 0. 0. 2327.
3.75 203. 0. 0. 0. 2372.
3.50 218. 39. 10. 0. 2386.
3.15+ 240. 94. 24. 0. 2416.
3.15- 240. 94. 24. 0. 2407.
3.00 250. 117. 30. 160. 2416.
2.75 265. 156. 40. 523. 2435.
2.50 281. 195. 50. 677. 2461.
1.50 343. 352. 91. 672. 2570.
0.50 406. 507. 131. 695. 2680.
0.00 437. 570. 147. 706. 2736.
-0.50 425. 604. 157. 719. 2797.
-1.50 401. 642. 169. 745. 2924.
-2.50 378. 679. 180. 772. 3051.
-3.50 354. 716. 192. 799. 3178.
-4.50 331. 754. 204. 825. 3304.
-5.50 307. 791. 215. 852. 3374.
-6.50 283. 828. 227. 878. 3986.
-7.50 260. 866. 239. 905. 4892.
-8.50 236. 889. 249. 931. 4896.
-9.50 212. 1119. 283. 961. 4935.
-9.57 211. 1175. 290. 964. 5008.
-10.00 201. 1524. 334. 981. 5467.
-10.50 189. 1931. 384. 1000. 5979.
-11.50 165. 2172. 418. 1026. 6293.
-12.50 142. 2205. 427. 1049. 6354.
-13.50 118. 2253. 439. 1072. 6447.
-14.50 94. 2300. 450. 1095. 6561.
-15.50 71. 2348. 461. 1118. 6682.
-16.50 47. 2395. 473. 1141. 6803.
-17.50 24. 2443. 484. 1163. 6923.
-18.50 0. 2496. 496. 1185. 7038.
File details come from the government source that posted it. Updated .