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Home My WebLink AboutCA_MSE_Lock_and_Load_Wall_Calc_190712_v1Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Reserve at Tiffany Park Present Date/Time: Fri Jul 12 07:19:15 2019 C:\Users\keven.hoffmann\Dropbox\Keven's Inbox\Project Folders\3633\3633 LockLoad Wall 8.00'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Reserve at Tiffany Park AASHTO 2002 ASD DESIGN METHOD MSEW(3.0): Update # 14.981 PROJECT IDENTIFICATION Title:Reserve at Tiffany ParkProject Number:3633 Client:Henley USA, LLCDesigner:KDHStation Number:L&L Wall Description: MSE Lock and Load retaining wall; total height H = 8.00' Company's information: Name:Earth Solutions NW, LLCStreet:1805 - 136th Place NW Suite 201Bellevue, WA 98005Telephone #:(425) 449-4704 Fax #:(425) 449-4711E-Mail:www.earthsolutionsnw.com Original file path and name:C:\Users\keven.hoffmann\Dropbox\Keven's Inbox\Project F..........kLoad Wall 8.00'.BEN Original date and time of creating this file:Wed Oct 29 12:40:45 2014 PROGRAM MODE:ANALYSIS of a SIMPLE STRUCTUREusing GEOGRID as reinforcing material. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Reserve at Tiffany Park Copyright © 1998-2019 ADAMA Engineering, Inc. License number MLNL-301109 Page 1 of 5 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 07/12/2019 HO .FDF MN AE NVENK53734 PR13007339 B19005144RECEIVED 09/24/2019 lwalker BUILDING DIVISIONAPPROVED BUILDING DIVISION THIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALL TIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BE OCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTON BUILDING DIVISION AND RECEIPT OF CERTIFICATE OFOCCUPANCY. APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TO VIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES, OR OTHER REGULATIONS ENFORCED BY THIS CITY. DATE: 10/09/2019 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Reserve at Tiffany Park Present Date/Time: Fri Jul 12 07:19:15 2019 C:\Users\keven.hoffmann\Dropbox\Keven's Inbox\Project Folders\3633\3633 LockLoad Wall 8.00'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 SOIL DATA REINFORCED SOILUnit weight,125.0 lb/ft ³Design value of internal angle of friction,32.0 ° RETAINED SOILUnit weight,125.0 lb/ft ³ Design value of internal angle of friction,34.0 ° FOUNDATION SOIL (Considered as an equivalent uniform soil) Equivalent unit weight,equiv.125.0 lb/ft ³Equivalent internal angle of friction,equiv.34.0 °Equivalent cohesion, c equiv.0.0 lb/ft ² Water table does not affect bearing capacity LATERAL EARTH PRESSURE COEFFICIENTS Ka (internal stability) = 0.3073 (if batter is less than 10°, Ka is calculated from eq. 15. Otherwise, eq. 38 is utilized) Inclination of internal slip plane, = 61.00° (see Fig. 28 in DEMO 82).Ka (external stability) = 0.2827 (if batter is less than 10°, Ka is calculated from eq. 16. Otherwise, eq. 17 is utilized) BEARING CAPACITY Bearing capacity coefficients (calculated by MSEW): Nc = 42.16 N = 41.06 SEISMICITY Maximum ground acceleration coefficient, A = 0.280Design acceleration coefficient in Internal Stability: Kh = Am = 0.328Design acceleration coefficient in External Stability: Kh_d = 0.151 => Kh = Am = 0.196 (Kh in External Stability is based on allowable displacement, d = 25 mm. using AASHTO 2002 equation) Kae ( Kh > 0 ) = 0.3691 Kae ( Kh = 0 ) = 0.2462 Kae = 0.1229 Seismic soil-geogrid friction coefficient, F* is 80.0% of its specified static value. Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Reserve at Tiffany Park Copyright © 1998-2019 ADAMA Engineering, Inc. License number MLNL-301109 Page 2 of 5 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 PR13007339 B19004155RECEIVED 09/24/2019 lwalker BUILDING DIVISION Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Reserve at Tiffany Park Present Date/Time: Fri Jul 12 07:19:15 2019 C:\Users\keven.hoffmann\Dropbox\Keven's Inbox\Project Folders\3633\3633 LockLoad Wall 8.00'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 INPUT DATA: Geogrids (Analysis) D A T A Geogrid type #1 Geogrid type #2 Geogrid type #3 Geogrid type #4 Geogrid type #5 Tult [lb/ft]5000.0Durability reduction factor, RFd 1.10Installation-damage reduction factor, RFid 1.05 Creep reduction factor, RFc 1.58Fs-overall for strength N/ACoverage ratio, Rc 1.000 6200.01.101.05 1.58N/A1.000 23.00 0.75ꞏtan 0.8 7550.01.101.05 1.58N/A1.000 23.00 0.75ꞏtan 0.8 10300.01.101.05 1.58N/A1.000 23.00 0.75ꞏtan 0.8 14500.01.101.05 1.58N/A1.000 23.00 0.75ꞏtan 0.8 Friction angle along geogrid-soil interface,23.00Pullout resistance factor, F*0.75ꞏtan Scale-effect correction factor,0.8 Variation of Lateral Earth Pressure Coefficient With Depth Z K / Ka 0 ft 1.00 3.3 ft 1.00 6.6 ft 1.00 9.8 ft 1.00 13.1 ft 1.0016.4 ft 1.0019.7 ft 1.00 0 6.6 9.8 16.4 26.2 32.8 Z [ft] 0.0 1.0 2.0 3.0K / Ka Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Reserve at Tiffany Park Copyright © 1998-2019 ADAMA Engineering, Inc. License number MLNL-301109 Page 3 of 5 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 PR13007339 B19004155RECEIVED 09/24/2019 lwalker BUILDING DIVISION Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Reserve at Tiffany Park Present Date/Time: Fri Jul 12 07:19:15 2019 C:\Users\keven.hoffmann\Dropbox\Keven's Inbox\Project Folders\3633\3633 LockLoad Wall 8.00'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) [S1] Design height, Hd 8.00 [ft]{ Embedded depth is E = 2.00 ft, and height above top of finishedbottom grade is H = 6.00 ft }Batter,5.7 [deg] Backslope,0.0 [deg]Backslope rise 0.0 [ft]Broken back equivalent angle, I = 0.00° (see Fig. 25 in DEMO 82) U N I F O R M S U R C H A R G EUniformly distributed dead load is 0.0 [lb/ft ²] OTHER EXTERNAL LOAD(S)[S1] Strip Load, Pv-d = 3000.0 and Pv-l = 0.0 [lb/ft].Footing width, b=2.0 [ft]. Distance of center of footing from wall face, d = 1.5 [ft] @ depth of 1.5 [ft] below soil surface. ANALYZED REINFORCEMENT LAYOUT: SCALE: 0 2 4 6[ft] Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Reserve at Tiffany Park Copyright © 1998-2019 ADAMA Engineering, Inc. License number MLNL-301109 Page 4 of 5 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 PR13007339 B19004155RECEIVED 09/24/2019 lwalker BUILDING DIVISION Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW -- Mechanically Stabilized Earth Walls Reserve at Tiffany Park Present Date/Time: Fri Jul 12 07:19:15 2019 C:\Users\keven.hoffmann\Dropbox\Keven's Inbox\Project Folders\3633\3633 LockLoad Wall 8.00'.BEN Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 ANALYSIS: CALCULATED FACTORS (Static conditions)Bearing capacity, Fs = 9.28, Meyerhof stress = 1630 lb/ft². Foundation Interface: Direct sliding, Fs = 5.305, Eccentricity, e/L = 0.0792, Fs-overturning = 10.38 G E O G R I D C O N N E C T I O N #Elevation Length Type # Fs-overall [pullout resistance] Fs-overall[connection break] Fs-overall[geogrid strength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname [ft][ft] 1 2.00 7.00 1 N/A 2.08 1.98 1.980 3.812 5.355 0.0842 SF-5524.67 7.00 1 N/A 1.96 1.87 1.866 1.691 12.661 0.1218 SF-55 ANALYSIS: CALCULATED FACTORS (Seismic conditions)Bearing capacity, Fs = 6.90, Meyerhof stress = 1890 lb/ft².Foundation Interface: Direct sliding, Fs = 2.882, Eccentricity, e/L = 0.1372, Fs-overturning = 4.53 G E O G R I D C O N N E C T I O N #Elevation Length Type# Fs-overall [pulloutresistance] Fs-overall[connection break] Fs-overall[geogridstrength] Geogridstrength Fs Pulloutresistance Fs Directsliding Fs Eccentricity e/L Productname[ft][ft] 1 2.00 7.00 1 N/A 1.81 1.72 1.720 2.461 2.909 0.1135 SF-55 2 4.67 7.00 1 N/A 1.76 1.68 1.675 1.146 6.878 0.1287 SF-55 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 Reserve at Tiffany Park Copyright © 1998-2019 ADAMA Engineering, Inc. License number MLNL-301109 Page 5 of 5 Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 MSEW Version 3.0 PR13007339 B19004155RECEIVED 09/24/2019 lwalker BUILDING DIVISION