DESIGN CALCULATIONS FOR SOUTHSIDE COMMERCE CENTER WALLS 1-3 TOWN OF GOSHEN, ORANGE COUNTY, NEW YORK PROJECT NO.: 20ARW019A PLANS & CALCULATIONS DATED 06/17/20, REV. 0 06/17/20 PREPARED BY: 116 EDWARDS FERRY ROAD NE, UNIT S, LEESBURG, VA | T: (571) 707-8057 | F: (678) 550-9862
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DESIGN CALCULATIONS
FOR
SOUTHSIDE COMMERCE CENTER
WALLS 1-3
TOWN OF GOSHEN, ORANGE COUNTY, NEW YORK
PROJECT NO.: 20ARW019A
PLANS & CALCULATIONS DATED 06/17/20, REV. 0
06/17/20
PREPARED BY:
116 EDWARDS FERRY ROAD NE, UNIT S, LEESBURG, VA | T: (571) 707-8057 | F: (678) 550-9862
Project: 20ARW019 - SOUTHSIDE COMMERCE CENTER [Rev. 1] ORANGE COUNTY, NY Wall: 1
Project Information
Client ARW
Name SOUTHSIDE COMMERCE CENTER Number 20ARW019
Site ORANGE COUNTY, NY Designer NT
Revision 1 Created 6/15/2020 Modified 6/17/2020
Standard National Concrete Masonry Association 3rd Edition
Project: 20ARW019 - SOUTHSIDE COMMERCE CENTER [Rev. 1] ORANGE COUNTY, NY Wall: 1
Section #14 at Station 87.00Report Date June 17, 2020Designer NTDesign Standard National Concrete Masonry Association 3rd EditionDesign Static and SeismicUnit of Measure U.S./ImperialSelected Facing UnitLicensor/Product Line: Anchor Wall Systems, Inc.
Name: Diamond Pro®Seismic As 0.09 Default Deflection of 2.00 inch
Soil Parameters
Soil Zone Soil Type Angle φFriction
[lb/ft³]Density γ
In Situ
[lb/ft²]Cohesion Cf
Infill (i) SM 32° 130.00 n/aRetained (r) SM 30° 130.00 n/aFoundation (f) SM 30° 130.00 0.00Base (b) GW 39° 140.02 n/aDrainage (d) GP 38° 110.00 n/a
Section DetailsSection Height 7.00 Back Slope 0.00° LL Surcharge 250 DL Surcharge 0Design Height 7.00 ft Crest Offset 0.00 ft LL Offset 2.00 ft DL Offset 0.00 ftEmbedment 1.00 ft Wall Batter 7.13° Toe Slope 0.00° Toe Offset 0.00 ft
Minimum Factors of SafetyReinforcedExternal Value Internal Value Facing Value
Analysis Results* Analysis includes Vertical Forces* Uses Live and Dead Load Reduction due to Offset* Uses External Horiz. Accel Coeff in Seismic Crest Toppling* Embedment is not included in Bearing Capacity* Analysis uses Auto-run Trial Wedge method for Seismic when ɸ – aTan(kh) – β < 0
Project: 20ARW019 - SOUTHSIDE COMMERCE CENTER [Rev. 1] ORANGE COUNTY, NY Wall: 1
Section 14 Details
Section 14 Static ICS Cross-section
Section 14 Seismic ICS Cross-section
* Analysis includes Vertical Forces* Uses Live and Dead Load Reduction due to Offset* Uses External Horiz. Accel Coeff in Seismic Crest Toppling* Embedment is not included in Bearing Capacity* Analysis uses Auto-run Trial Wedge method for Seismic when ɸ – aTan(kh) – β < 0
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Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
SOUTHSIDE COMMERCE CENTERReport created by ReSSA(3.0): Copyright (c) 2001-2012, ADAMA Engineering, Inc.
PROJECT IDENTIFICATION
Title: SOUTHSIDE COMMERCE CENTERProject Number: 20ARW019 - Client: ARWDesigner: NT
Description:WALL 1 - PANEL 14 - PERM. CONDITION
Company's information:
Name: ERS Materials, LLCStreet: 116 Edwards Ferry Road NE
Unit SLeesburg, VA 20176
Telephone #:Fax #:E-Mail:
Original file path and name: V:\2020\20 ..... NY\Calculations\Ressa\ReSSA_WALL1_PANEL14_PERM.MSEOriginal date and time of creating this file: Mon Jun 15 15:16:41 2020
PROGRAM MODE: Analysis of a General Slope using GEOSYNTHETIC as reinforcing material.
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
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...........................................................................1 Block Face 130.0 0.0 500.0
...........................................................................2 Reinforced Fill 130.0 32.0 0.0
...........................................................................3 Retained / Foundation Soil 130.0 30.0 0.0
...........................................................................4 Foundation Soil (WR) 140.0 40.0 0.0
REINFORCEMENT
R e i n f o r c e m e n t
Type # GeosyntheticDesignated Name
UltimateStrength, Tult
ReductionFactor forInstallationDamage, RFid
ReductionFactor forDurability, RFd
ReductionFactor forCreep, RFc
AdditionalReductionFactor, RFa
CoverageRatio, Rc
[lb/ft]
1 ERS-3 3600.00 1.10 1.10 1.51 1.00 1.00
I n t e r a c t i o n P a r a m e t e r s
Type # GeosyntheticDesignated Name
== Direct Sliding == ==== Pullout ====
Cds-phi Cds-c Ci Alpha
1 ERS-3 0.80 0.00 0.80 0.80
Relative Orientation of Reinforcement Force, ROR = 1.00. Assigned Factor of Safety to resist pullout, Fs-po = 1.50Design method for Global Stability: AASHTO/FHWA Bishop.
WATER
Water is not present
SEISMICITY
Not Applicable
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
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DRAWING OF SPECIFIED GEOMETRY - GENERAL - Quick Input
-- Problem geometry is defined along sections selected by user at x,y coordinates.-- X1,Y1 represents the coordinates of soil surface. X2,Y2 represent the coordinates of the end of soil layer 1 and start of soil layer 2, and so on.
GEOMETRYSoil profile contains 4 layers (see details in next page)
UNIFORM SURCHARGELoad Q1 = 250.00 [lb/ft²] inclined from verical at 0.00 degrees, starts at X1s = 3.90 and ends at X1e = 100.00 [ft]........................................................................Surcharge load, Q2 None.......................................................................Surcharge load, Q3 None
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
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Top of Layer 2 6 -45.00 442.007 -25.00 450.008 -0.03 456.009 0.00 455.0010 1.00 455.0011 1.88 462.00
Top of Layer 3 12 -45.00 442.0013 -25.00 450.0014 -0.03 455.9715 0.00 454.9716 7.00 454.9717 7.90 461.97
Top of Layer 4 18 -45.00 432.0019 -25.00 440.0020 -0.03 446.0021 122.00 461.90
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(*) This Tavailable is dictated by the pullout resistance capacity, which is smaller than the long-term strength of the reinforcement that is related to its specified ultimate strength.
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Results in the tables below represent critical circles identified between specified points on entry and exit. (Theta-exit set to 50.00 deg.)The most critical circle is obtained from a search considering all the combinations of input entry and exit points.
Critical circles for each entry point (considering all specified exit points)Entry Point #
Note: In the 'Status' column, OK means the critical circle was identified within the specified search domain. 'On extreme X-entry' means that the critical result is on the edge of the search domain; a lower Fs may result if the search domain is expanded.
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Results in the tables below represent critical circles identified between specified points on entry and exit. (Theta-exit set to 50.00 deg.)The most critical circle is obtained from a search considering all the combinations of input entry and exit points.
Critical circles for each exit point (considering all specified entry points).Exit Point #
Note: In the 'Status' column, OK means the critical circle was identified within the specified search domain. 'On extreme X-exit' means that the critical result is on the edge of the search domain; a lower Fs may result if the search domain is expanded.
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
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Results in the table below represent critical two-part wedges identified between specified starting (X1) and ending (X2) search points. Wedges along all reinforcement layers and at elevation zero are reported. The critical two-part wedge, one for each predetermined elevation, is defined by Xa, Xb and Xc where Xa is the front end of the passive wedge (slope face), Xb is where the passive wedge ends and the active one starts, and Xc is the X-ordinate at which the active wedge starts.
Note: In the 'Status' column, OK means the critical two part-wedge was identified within the specified search domain. 'Minimum on Edge' means the critical result corresponds to a minimum on the edge of the search domain; i.e., either on X1 or X2 or the internally preset limits on Xc.
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
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CRITICAL RESULTS OF ROTATIONAL AND TRANSLATIONAL STABILITY ANALYSESRotational (Circular Arc; Bishop) Stability Analysis
Minimum Factor of Safety = 1.35Critical Circle: Xc = -3.38[ft], Yc = 469.21[ft], R = 16.34[ft]. (Number of slices used = 55 )
Translational (2-Part Wedge; Spencer), Direct Sliding, Stability AnalysisMinimum Factor of Safety = 1.63Critical Two-Part Wedge: (Xa = 0.00, Ya = 455.00) [ft]
(Xb = 1.14, Yb = 455.00) [ft](Xc = 12.35, Yc = 462.00) [ft](Number of slices used = 30 )Interslice resultant force inclination = 31.19 [degrees]
Three-Part Wedge Stability Analysis
N O T C O N D U C T E DREINFORCEMENT LAYOUT: DRAWING
SCALE:
0 2 4 6 8 10 [ft]
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Reinf. Type # Designated Name Coverage Ratio Area of reinforcemnt [ft²] / length of slope [ft]1 ERS-3 1.00 21.00
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Project: 20ARW019 - SOUTHSIDE COMMERCE CENTER [Rev. 1] ORANGE COUNTY, NY Wall: 1
Section #36 at Station 172.50Report Date June 17, 2020Designer NTDesign Standard National Concrete Masonry Association 3rd EditionDesign Static and SeismicUnit of Measure U.S./ImperialSelected Facing UnitLicensor/Product Line: Anchor Wall Systems, Inc.
Name: Diamond Pro®Seismic As 0.09 Default Deflection of 2.00 inch
Soil Parameters
Soil Zone Soil Type Angle φFriction
[lb/ft³]Density γ
In Situ
[lb/ft²]Cohesion Cf
Infill (i) SM 32° 130.00 n/aRetained (r) SM 30° 130.00 n/aFoundation (f) SM 30° 130.00 0.00Base (b) GW 39° 140.02 n/aDrainage (d) GP 38° 110.00 n/a
Section DetailsSection Height 23.67 Back Slope 0.00° LL Surcharge 250 DL Surcharge 0Design Height 23.67 ft Crest Offset 0.00 ft LL Offset 2.00 ft DL Offset 0.00 ftEmbedment 2.68 ft Wall Batter 7.13° Toe Slope 0.00° Toe Offset 0.00 ft
Minimum Factors of SafetyReinforcedExternal Value Internal Value Facing Value
Analysis Results* Analysis includes Vertical Forces* Uses Live and Dead Load Reduction due to Offset* Uses External Horiz. Accel Coeff in Seismic Crest Toppling* Embedment is not included in Bearing Capacity* Analysis uses Auto-run Trial Wedge method for Seismic when ɸ – aTan(kh) – β < 0
Page 4 Printed 6/17/2020Version: 2.6.0.6781
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Project: 20ARW019 - SOUTHSIDE COMMERCE CENTER [Rev. 1] ORANGE COUNTY, NY Wall: 1
Project: 20ARW019 - SOUTHSIDE COMMERCE CENTER [Rev. 1] ORANGE COUNTY, NY Wall: 1
Section 36 Details
Section 36 Static ICS Cross-section
Section 36 Seismic ICS Cross-section
* Analysis includes Vertical Forces* Uses Live and Dead Load Reduction due to Offset* Uses External Horiz. Accel Coeff in Seismic Crest Toppling* Embedment is not included in Bearing Capacity* Analysis uses Auto-run Trial Wedge method for Seismic when ɸ – aTan(kh) – β < 0
Page 23 Printed 6/17/2020Version: 2.6.0.6781
Powered by Vespa
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
SOUTHSIDE COMMERCE CENTERReport created by ReSSA(3.0): Copyright (c) 2001-2012, ADAMA Engineering, Inc.
PROJECT IDENTIFICATION
Title: SOUTHSIDE COMMERCE CENTERProject Number: 20ARW019 - Client: ARWDesigner: NT
Description:WALL 1 - PANEL 36 - PERM. CONDITION
Company's information:
Name: ERS Materials, LLCStreet: 116 Edwards Ferry Road NE
Unit SLeesburg, VA 20176
Telephone #:Fax #:E-Mail:
Original file path and name: V:\2020\20 ..... NY\Calculations\Ressa\ReSSA_WALL1_PANEL36_PERM.MSEOriginal date and time of creating this file: Mon Jun 15 15:16:41 2020
PROGRAM MODE: Analysis of a General Slope using GEOSYNTHETIC as reinforcing material.
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Relative Orientation of Reinforcement Force, ROR = 1.00. Assigned Factor of Safety to resist pullout, Fs-po = 1.50Design method for Global Stability: AASHTO/FHWA Bishop.
WATER
Water is not present
SEISMICITY
Not Applicable
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
DRAWING OF SPECIFIED GEOMETRY - GENERAL - Quick Input
-- Problem geometry is defined along sections selected by user at x,y coordinates.-- X1,Y1 represents the coordinates of soil surface. X2,Y2 represent the coordinates of the end of soil layer 1 and start of soil layer 2, and so on.
GEOMETRYSoil profile contains 4 layers (see details in next page)
UNIFORM SURCHARGELoad Q1 = 250.00 [lb/ft²] inclined from verical at 0.00 degrees, starts at X1s = 6.00 and ends at X1e = 200.00 [ft]........................................................................Surcharge load, Q2 None.......................................................................Surcharge load, Q3 None
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Top of Layer 2 7 -65.00 434.008 -55.00 438.009 -0.03 446.3510 0.00 443.6711 1.00 443.6712 3.96 467.3413 95.00 472.00
Top of Layer 3 14 -65.00 434.0015 -55.00 438.0016 -0.03 446.3217 0.00 443.6418 20.00 443.6419 22.96 468.0020 95.00 472.00
Top of Layer 4 21 -65.00 424.0022 -55.00 428.0023 -0.03 436.0024 21.25 440.0025 162.00 466.90
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Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Results in the tables below represent critical circles identified between specified points on entry and exit. (Theta-exit set to 50.00 deg.)The most critical circle is obtained from a search considering all the combinations of input entry and exit points.
Critical circles for each entry point (considering all specified exit points)Entry Point #
Note: In the 'Status' column, OK means the critical circle was identified within the specified search domain. 'On extreme X-entry' means that the critical result is on the edge of the search domain; a lower Fs may result if the search domain is expanded.
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Results in the tables below represent critical circles identified between specified points on entry and exit. (Theta-exit set to 50.00 deg.)The most critical circle is obtained from a search considering all the combinations of input entry and exit points.
Critical circles for each exit point (considering all specified entry points).Exit Point #
Note: In the 'Status' column, OK means the critical circle was identified within the specified search domain. 'On extreme X-exit' means that the critical result is on the edge of the search domain; a lower Fs may result if the search domain is expanded.
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Results in the table below represent critical two-part wedges identified between specified starting (X1) and ending (X2) search points. Wedges along all reinforcement layers and at elevation zero are reported. The critical two-part wedge, one for each predetermined elevation, is defined by Xa, Xb and Xc where Xa is the front end of the passive wedge (slope face), Xb is where the passive wedge ends and the active one starts, and Xc is the X-ordinate at which the active wedge starts.
Note: In the 'Status' column, OK means the critical two part-wedge was identified within the specified search domain. 'Minimum on Edge' means the critical result corresponds to a minimum on the edge of the search domain; i.e., either on X1 or X2 or the internally preset limits on Xc.
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
CRITICAL RESULTS OF ROTATIONAL AND TRANSLATIONAL STABILITY ANALYSESRotational (Circular Arc; Bishop) Stability Analysis
Minimum Factor of Safety = 1.33Critical Circle: Xc = -57.93[ft], Yc = 544.01[ft], R = 115.86[ft]. (Number of slices used = 56 )
Translational (2-Part Wedge; Spencer), Direct Sliding, Stability AnalysisMinimum Factor of Safety = 1.33Critical Two-Part Wedge: (Xa = 0.00, Ya = 443.67) [ft]
(Xb = 1.18, Yb = 443.67) [ft](Xc = 33.45, Yc = 468.88) [ft](Number of slices used = 30 )Interslice resultant force inclination = 37.85 [degrees]
Three-Part Wedge Stability Analysis
N O T C O N D U C T E DREINFORCEMENT LAYOUT: DRAWING
SCALE:
0 2 4 6 8 10[ft]
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Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Reinf. Type # Designated Name Coverage Ratio Area of reinforcemnt [ft²] / length of slope [ft]1 ERS-5 1.00 20.002 ERS-3 1.00 220.00
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Project: 20ARW019 - SOUTHSIDE COMMERCE CENTER [Rev. 1] ORANGE COUNTY, NY Wall: 1
Section #82 at Station 369.75Report Date June 17, 2020Designer NTDesign Standard National Concrete Masonry Association 3rd EditionDesign Static and SeismicUnit of Measure U.S./ImperialSelected Facing UnitLicensor/Product Line: Anchor Wall Systems, Inc.
Name: Diamond Pro®Seismic As 0.09 Default Deflection of 2.00 inch
Soil Parameters
Soil Zone Soil Type Angle φFriction
[lb/ft³]Density γ
In Situ
[lb/ft²]Cohesion Cf
Infill (i) SM 32° 130.00 n/aRetained (r) SM 30° 130.00 n/aFoundation (f) SM 30° 130.00 0.00Base (b) GW 39° 140.02 n/aDrainage (d) GP 38° 110.00 n/a
Section DetailsSection Height 29.00 Back Slope 0.00° LL Surcharge 250 DL Surcharge 500Design Height 29.00 ft Crest Offset 0.00 ft LL Offset 2.00 ft DL Offset 120.00 ftEmbedment 3.07 ft Wall Batter 7.13° Toe Slope 0.00° Toe Offset 0.00 ft
Minimum Factors of SafetyReinforcedExternal Value Internal Value Facing Value
Analysis Results* Analysis includes Vertical Forces* Uses Live and Dead Load Reduction due to Offset* Uses External Horiz. Accel Coeff in Seismic Crest Toppling* Embedment is not included in Bearing Capacity* Analysis uses Auto-run Trial Wedge method for Seismic when ɸ – aTan(kh) – β < 0
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Project: 20ARW019 - SOUTHSIDE COMMERCE CENTER [Rev. 1] ORANGE COUNTY, NY Wall: 1
Project: 20ARW019 - SOUTHSIDE COMMERCE CENTER [Rev. 1] ORANGE COUNTY, NY Wall: 1
Section 82 Details
Section 82 Static ICS Cross-section
Section 82 Seismic ICS Cross-section
* Analysis includes Vertical Forces* Uses Live and Dead Load Reduction due to Offset* Uses External Horiz. Accel Coeff in Seismic Crest Toppling* Embedment is not included in Bearing Capacity* Analysis uses Auto-run Trial Wedge method for Seismic when ɸ – aTan(kh) – β < 0
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Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
SOUTHSIDE COMMERCE CENTERReport created by ReSSA(3.0): Copyright (c) 2001-2012, ADAMA Engineering, Inc.
PROJECT IDENTIFICATION
Title: SOUTHSIDE COMMERCE CENTERProject Number: 20ARW019 - Client: ARWDesigner: NT
Description:WALL 1 - PANEL 82 - PERM. CONDITION
Company's information:
Name: ERS Materials, LLCStreet: 116 Edwards Ferry Road NE
Unit SLeesburg, VA 20176
Telephone #:Fax #:E-Mail:
Original file path and name: V:\2020\20 ..... NY\Calculations\Ressa\ReSSA_WALL1_PANEL82_PERM.MSEOriginal date and time of creating this file: Mon Jun 15 15:16:41 2020
PROGRAM MODE: Analysis of a General Slope using GEOSYNTHETIC as reinforcing material.
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Relative Orientation of Reinforcement Force, ROR = 1.00. Assigned Factor of Safety to resist pullout, Fs-po = 1.50Design method for Global Stability: AASHTO/FHWA Bishop.
WATER
Water is not present
SEISMICITY
Not Applicable
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DRAWING OF SPECIFIED GEOMETRY - GENERAL - Quick Input
-- Problem geometry is defined along sections selected by user at x,y coordinates.-- X1,Y1 represents the coordinates of soil surface. X2,Y2 represent the coordinates of the end of soil layer 1 and start of soil layer 2, and so on.
GEOMETRYSoil profile contains 5 layers (see details in next page)
UNIFORM SURCHARGELoad Q1 = 250.00 [lb/ft²] inclined from verical at 0.00 degrees, starts at X1s = 6.60 and ends at X1e = 124.00 [ft].Load Q2 = 500.00 [lb/ft²] inclined from verical at 0.00 degrees, starts at X2s = 124.00 and ends at X2e = 300.00 [ft]........................................................................Surcharge load, Q3 None
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Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Soil profile contains 5 layers. Coordinates in [ft.]
# Xi YiTop of Layer 1 1 -132.00 426.00
2 -0.03 446.073 0.00 443.004 3.63 472.00
Top of Layer 2 5 -132.00 426.006 -0.03 446.077 0.00 443.008 1.00 443.009 4.63 472.00
Top of Layer 3 10 -132.00 426.0011 -0.03 446.0312 0.00 442.9713 20.00 442.9714 23.63 471.97
Top of Layer 4 15 -132.00 426.0016 -0.03 446.0317 0.00 442.9718 20.00 442.9719 22.00 450.0020 34.00 452.0021 74.00 471.90
Top of Layer 5 22 -132.00 416.0023 -0.03 436.0024 22.00 440.0025 34.00 442.0026 74.00 462.0027 100.00 471.90
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Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
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(*) This Tavailable is dictated by the pullout resistance capacity, which is smaller than the long-term strength of the reinforcement that is related to its specified ultimate strength.
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Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Results in the tables below represent critical circles identified between specified points on entry and exit. (Theta-exit set to 50.00 deg.)The most critical circle is obtained from a search considering all the combinations of input entry and exit points.
Critical circles for each entry point (considering all specified exit points)Entry Point #
Note: In the 'Status' column, OK means the critical circle was identified within the specified search domain. 'On extreme X-entry' means that the critical result is on the edge of the search domain; a lower Fs may result if the search domain is expanded.
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Results in the tables below represent critical circles identified between specified points on entry and exit. (Theta-exit set to 50.00 deg.)The most critical circle is obtained from a search considering all the combinations of input entry and exit points.
Critical circles for each exit point (considering all specified entry points).Exit Point #
Note: In the 'Status' column, OK means the critical circle was identified within the specified search domain. 'On extreme X-exit' means that the critical result is on the edge of the search domain; a lower Fs may result if the search domain is expanded.
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Results in the table below represent critical two-part wedges identified between specified starting (X1) and ending (X2) search points. Wedges along all reinforcement layers and at elevation zero are reported. The critical two-part wedge, one for each predetermined elevation, is defined by Xa, Xb and Xc where Xa is the front end of the passive wedge (slope face), Xb is where the passive wedge ends and the active one starts, and Xc is the X-ordinate at which the active wedge starts.
Critical two-part wedge along each interface:
Interface Height Relative to Toe[ft]
( Xa, Ya )[ft]
( Xb, Yb )[ft]
( Xc, Yc )[ft]
Fs STATUS
......................................................................................................................................................................................................................At toe elevation 0.00 0.00 443.00 1.18 443.00 33.39 472.00 1.33 OK
Note: In the 'Status' column, OK means the critical two part-wedge was identified within the specified search domain. 'Minimum on Edge' means the critical result corresponds to a minimum on the edge of the search domain; i.e., either on X1 or X2 or the internally preset limits on Xc.
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
CRITICAL RESULTS OF ROTATIONAL AND TRANSLATIONAL STABILITY ANALYSESRotational (Circular Arc; Bishop) Stability Analysis
Minimum Factor of Safety = 1.31Critical Circle: Xc = -63.59[ft], Yc = 557.24[ft], R = 128.02[ft]. (Number of slices used = 55 )
Translational (2-Part Wedge; Spencer), Direct Sliding, Stability AnalysisMinimum Factor of Safety = 1.32Critical Two-Part Wedge: (Xa = 0.17, Ya = 444.33) [ft]
(Xb = 1.49, Yb = 444.33) [ft](Xc = 34.47, Yc = 472.00) [ft](Number of slices used = 30 )Interslice resultant force inclination = 39.98 [degrees]
Three-Part Wedge Stability Analysis
N O T C O N D U C T E DREINFORCEMENT LAYOUT: DRAWING
SCALE:
0 2 4 6 8 10[ft]
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Reinf. Type # Designated Name Coverage Ratio Area of reinforcemnt [ft²] / length of slope [ft]1 ERS-5 1.00 120.002 ERS-3 1.00 180.00
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Project: 20ARW019 - SOUTHSIDE COMMERCE CENTER [Rev. 1] ORANGE COUNTY, NY Wall: 1
Section #115 at Station 430.50Report Date June 17, 2020Designer NTDesign Standard National Concrete Masonry Association 3rd EditionDesign Static and SeismicUnit of Measure U.S./ImperialSelected Facing UnitLicensor/Product Line: Anchor Wall Systems, Inc.
Name: Diamond Pro®Seismic As 0.09 Default Deflection of 2.00 inch
Soil Parameters
Soil Zone Soil Type Angle φFriction
[lb/ft³]Density γ
In Situ
[lb/ft²]Cohesion Cf
Infill (i) SM 32° 130.00 n/aRetained (r) SM 30° 130.00 n/aFoundation (f) SM 30° 130.00 0.00Base (b) GW 39° 140.02 n/aDrainage (d) GP 38° 110.00 n/a
Section DetailsSection Height 7.67 Back Slope 0.00° LL Surcharge 250 DL Surcharge 500Design Height 7.67 ft Crest Offset 0.00 ft LL Offset 2.00 ft DL Offset 59.00 ftEmbedment 1.62 ft Wall Batter 7.13° Toe Slope 0.00° Toe Offset 0.00 ft
Minimum Factors of SafetyReinforcedExternal Value Internal Value Facing Value
Analysis Results* Analysis includes Vertical Forces* Uses Live and Dead Load Reduction due to Offset* Uses External Horiz. Accel Coeff in Seismic Crest Toppling* Embedment is not included in Bearing Capacity* Analysis uses Auto-run Trial Wedge method for Seismic when ɸ – aTan(kh) – β < 0
Project: 20ARW019 - SOUTHSIDE COMMERCE CENTER [Rev. 1] ORANGE COUNTY, NY Wall: 1
Section 115 Details
Section 115 Static ICS Cross-section
Section 115 Seismic ICS Cross-section
* Analysis includes Vertical Forces* Uses Live and Dead Load Reduction due to Offset* Uses External Horiz. Accel Coeff in Seismic Crest Toppling* Embedment is not included in Bearing Capacity* Analysis uses Auto-run Trial Wedge method for Seismic when ɸ – aTan(kh) – β < 0
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Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
SOUTHSIDE COMMERCE CENTERReport created by ReSSA(3.0): Copyright (c) 2001-2012, ADAMA Engineering, Inc.
PROJECT IDENTIFICATION
Title: SOUTHSIDE COMMERCE CENTERProject Number: 20ARW019 - Client: ARWDesigner: NT
Description:WALL 1 - PANEL 115 - PERM. CONDITION
Company's information:
Name: ERS Materials, LLCStreet: 116 Edwards Ferry Road NE
Unit SLeesburg, VA 20176
Telephone #:Fax #:E-Mail:
Original file path and name: V:\2020\20 ..... Y\Calculations\Ressa\ReSSA_WALL1_PANEL115_PERM.MSEOriginal date and time of creating this file: Mon Jun 15 15:16:41 2020
PROGRAM MODE: Analysis of a General Slope using GEOSYNTHETIC as reinforcing material.
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
...........................................................................1 Block Face 130.0 0.0 500.0
...........................................................................2 Reinforced Fill 130.0 32.0 0.0
...........................................................................3 Retained / Foundation Soil 130.0 35.0 0.0
...........................................................................4 Foundation Soil (WR) 140.0 40.0 0.0
REINFORCEMENT
R e i n f o r c e m e n t
Type # GeosyntheticDesignated Name
UltimateStrength, Tult
ReductionFactor forInstallationDamage, RFid
ReductionFactor forDurability, RFd
ReductionFactor forCreep, RFc
AdditionalReductionFactor, RFa
CoverageRatio, Rc
[lb/ft]
1 ERS-3 3600.00 1.10 1.10 1.51 1.00 1.00
I n t e r a c t i o n P a r a m e t e r s
Type # GeosyntheticDesignated Name
== Direct Sliding == ==== Pullout ====
Cds-phi Cds-c Ci Alpha
1 ERS-3 0.80 0.00 0.80 0.80
Relative Orientation of Reinforcement Force, ROR = 1.00. Assigned Factor of Safety to resist pullout, Fs-po = 1.50Design method for Global Stability: AASHTO/FHWA Bishop.
WATER
Water is not present
SEISMICITY
Not Applicable
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
DRAWING OF SPECIFIED GEOMETRY - GENERAL - Quick Input
-- Problem geometry is defined along sections selected by user at x,y coordinates.-- X1,Y1 represents the coordinates of soil surface. X2,Y2 represent the coordinates of the end of soil layer 1 and start of soil layer 2, and so on.
GEOMETRYSoil profile contains 4 layers (see details in next page)
UNIFORM SURCHARGELoad Q1 = 250.00 [lb/ft²] inclined from verical at 0.00 degrees, starts at X1s = 4.00 and ends at X1e = 61.00 [ft].Load Q2 = 500.00 [lb/ft²] inclined from verical at 0.00 degrees, starts at X2s = 61.00 and ends at X2e = 300.00 [ft]........................................................................Surcharge load, Q3 None
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Top of Layer 2 7 -100.00 436.008 -45.00 440.009 -23.00 450.0010 -0.03 465.9511 0.00 464.3312 1.00 464.3313 1.96 472.00
Top of Layer 3 14 -100.00 436.0015 -45.00 440.0016 -23.00 450.0017 -0.03 465.9218 0.00 464.3019 14.00 464.3020 15.00 471.96
Top of Layer 4 21 -100.00 426.0022 -45.00 430.0023 -23.00 440.0024 -0.03 456.0025 20.50 466.0026 54.00 471.90
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
(*) This Tavailable is dictated by the pullout resistance capacity, which is smaller than the long-term strength of the reinforcement that is related to its specified ultimate strength.
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Results in the tables below represent critical circles identified between specified points on entry and exit. (Theta-exit set to 50.00 deg.)The most critical circle is obtained from a search considering all the combinations of input entry and exit points.
Critical circles for each entry point (considering all specified exit points)Entry Point #
Note: In the 'Status' column, OK means the critical circle was identified within the specified search domain. 'On extreme X-entry' means that the critical result is on the edge of the search domain; a lower Fs may result if the search domain is expanded.
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Results in the tables below represent critical circles identified between specified points on entry and exit. (Theta-exit set to 50.00 deg.)The most critical circle is obtained from a search considering all the combinations of input entry and exit points.
Critical circles for each exit point (considering all specified entry points).Exit Point #
Note: In the 'Status' column, OK means the critical circle was identified within the specified search domain. 'On extreme X-exit' means that the critical result is on the edge of the search domain; a lower Fs may result if the search domain is expanded.
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
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Results in the table below represent critical two-part wedges identified between specified starting (X1) and ending (X2) search points. Wedges along all reinforcement layers and at elevation zero are reported. The critical two-part wedge, one for each predetermined elevation, is defined by Xa, Xb and Xc where Xa is the front end of the passive wedge (slope face), Xb is where the passive wedge ends and the active one starts, and Xc is the X-ordinate at which the active wedge starts.
Note: In the 'Status' column, OK means the critical two part-wedge was identified within the specified search domain. 'Minimum on Edge' means the critical result corresponds to a minimum on the edge of the search domain; i.e., either on X1 or X2 or the internally preset limits on Xc.
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
CRITICAL RESULTS OF ROTATIONAL AND TRANSLATIONAL STABILITY ANALYSESRotational (Circular Arc; Bishop) Stability Analysis
Minimum Factor of Safety = 1.30Critical Circle: Xc = -43.09[ft], Yc = 530.59[ft], R = 86.10[ft]. (Number of slices used = 57 )
Translational (2-Part Wedge; Spencer), Direct Sliding, Stability AnalysisMinimum Factor of Safety = 2.49Critical Two-Part Wedge: (Xa = 0.00, Ya = 464.33) [ft]
(Xb = 1.17, Yb = 464.33) [ft](Xc = 13.94, Yc = 472.00) [ft](Number of slices used = 30 )Interslice resultant force inclination = 29.98 [degrees]
Three-Part Wedge Stability Analysis
N O T C O N D U C T E DREINFORCEMENT LAYOUT: DRAWING
SCALE:
0 2 4 6 8 10 [ft]
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
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Reinf. Type # Designated Name Coverage Ratio Area of reinforcemnt [ft²] / length of slope [ft]1 ERS-3 1.00 56.00
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Project: 20ARW019 - SOUTHSIDE COMMERCE CENTER [Rev. 1] ORANGE COUNTY, NY Wall: 1
Section #121 at Station 545.25Report Date June 17, 2020Designer NTDesign Standard National Concrete Masonry Association 3rd EditionDesign Static and SeismicUnit of Measure U.S./ImperialSelected Facing UnitLicensor/Product Line: Anchor Wall Systems, Inc.
Name: Diamond Pro®Seismic As 0.09 Default Deflection of 2.00 inch
Soil Parameters
Soil Zone Soil Type Angle φFriction
[lb/ft³]Density γ
In Situ
[lb/ft²]Cohesion Cf
Infill (i) SM 32° 130.00 n/aRetained (r) SM 30° 130.00 n/aFoundation (f) SM 30° 130.00 0.00Base (b) GW 39° 140.02 n/aDrainage (d) GP 38° 110.00 n/a
Section DetailsSection Height 7.67 Back Slope 0.00° LL Surcharge 250 DL Surcharge 500Design Height 7.67 ft Crest Offset 0.00 ft LL Offset 2.00 ft DL Offset 59.00 ftEmbedment 1.35 ft Wall Batter 7.13° Toe Slope 0.00° Toe Offset 0.00 ft
Minimum Factors of SafetyReinforcedExternal Value Internal Value Facing Value
Analysis Results* Analysis includes Vertical Forces* Uses Live and Dead Load Reduction due to Offset* Uses External Horiz. Accel Coeff in Seismic Crest Toppling* Embedment is not included in Bearing Capacity* Analysis uses Auto-run Trial Wedge method for Seismic when ɸ – aTan(kh) – β < 0
Project: 20ARW019 - SOUTHSIDE COMMERCE CENTER [Rev. 1] ORANGE COUNTY, NY Wall: 1
Section 121 Details
Section 121 Static ICS Cross-section
Section 121 Seismic ICS Cross-section
* Analysis includes Vertical Forces* Uses Live and Dead Load Reduction due to Offset* Uses External Horiz. Accel Coeff in Seismic Crest Toppling* Embedment is not included in Bearing Capacity* Analysis uses Auto-run Trial Wedge method for Seismic when ɸ – aTan(kh) – β < 0
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Project: 20ARW019 - SOUTHSIDE COMMERCE CENTER [Rev. 1] ORANGE COUNTY, NY Wall: 1
Section #134 at Station 610.50Report Date June 17, 2020Designer NTDesign Standard National Concrete Masonry Association 3rd EditionDesign Static and SeismicUnit of Measure U.S./ImperialSelected Facing UnitLicensor/Product Line: Anchor Wall Systems, Inc.
Name: Diamond Pro®Seismic As 0.09 Default Deflection of 2.00 inch
Soil Parameters
Soil Zone Soil Type Angle φFriction
[lb/ft³]Density γ
In Situ
[lb/ft²]Cohesion Cf
Infill (i) SM 32° 130.00 n/aRetained (r) SM 30° 130.00 n/aFoundation (f) SM 30° 130.00 0.00Base (b) GW 39° 140.02 n/aDrainage (d) GP 38° 110.00 n/a
Section DetailsSection Height 16.33 Back Slope 0.00° LL Surcharge 250 DL Surcharge 500Design Height 16.33 ft Crest Offset 0.00 ft LL Offset 2.00 ft DL Offset 59.00 ftEmbedment 2.16 ft Wall Batter 7.13° Toe Slope 0.00° Toe Offset 0.00 ft
Minimum Factors of SafetyReinforcedExternal Value Internal Value Facing Value
Analysis Results* Analysis includes Vertical Forces* Uses Live and Dead Load Reduction due to Offset* Uses External Horiz. Accel Coeff in Seismic Crest Toppling* Embedment is not included in Bearing Capacity* Analysis uses Auto-run Trial Wedge method for Seismic when ɸ – aTan(kh) – β < 0
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Project: 20ARW019 - SOUTHSIDE COMMERCE CENTER [Rev. 1] ORANGE COUNTY, NY Wall: 1
Project: 20ARW019 - SOUTHSIDE COMMERCE CENTER [Rev. 1] ORANGE COUNTY, NY Wall: 1
Section 134 Details
Section 134 Static ICS Cross-section
Section 134 Seismic ICS Cross-section
* Analysis includes Vertical Forces* Uses Live and Dead Load Reduction due to Offset* Uses External Horiz. Accel Coeff in Seismic Crest Toppling* Embedment is not included in Bearing Capacity* Analysis uses Auto-run Trial Wedge method for Seismic when ɸ – aTan(kh) – β < 0
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Project: 20ARW019 - SOUTHSIDE COMMERCE CENTER [Rev. 1] ORANGE COUNTY, NY Wall: 1
Section #135 at Station 615.75Report Date June 17, 2020Designer NTDesign Standard National Concrete Masonry Association 3rd EditionDesign Static and SeismicUnit of Measure U.S./ImperialSelected Facing UnitLicensor/Product Line: Anchor Wall Systems, Inc.
Name: Diamond Pro®Seismic As 0.09 Default Deflection of 2.00 inch
Soil Parameters
Soil Zone Soil Type Angle φFriction
[lb/ft³]Density γ
In Situ
[lb/ft²]Cohesion Cf
Infill (i) SM 32° 130.00 n/aRetained (r) SM 30° 130.00 n/aFoundation (f) SM 30° 130.00 0.00Base (b) GW 39° 140.02 n/aDrainage (d) GP 38° 110.00 n/a
Section DetailsSection Height 17.00 Back Slope 18.40° LL Surcharge 100 DL Surcharge 250Design Height 17.00 ft Crest Offset 12.00 ft LL Offset 0.00 ft DL Offset 12.00 ftEmbedment 2.51 ft Wall Batter 7.13° Toe Slope 0.00° Toe Offset 0.00 ft
Minimum Factors of SafetyReinforcedExternal Value Internal Value Facing Value
Analysis Results* Analysis includes Vertical Forces* Uses Live and Dead Load Reduction due to Offset* Uses External Horiz. Accel Coeff in Seismic Crest Toppling* Embedment is not included in Bearing Capacity* Analysis uses Auto-run Trial Wedge method for Seismic when ɸ – aTan(kh) – β < 0
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Project: 20ARW019 - SOUTHSIDE COMMERCE CENTER [Rev. 1] ORANGE COUNTY, NY Wall: 1
Project: 20ARW019 - SOUTHSIDE COMMERCE CENTER [Rev. 1] ORANGE COUNTY, NY Wall: 1
Section 135 Details
Section 135 Static ICS Cross-section
Section 135 Seismic ICS Cross-section
* Analysis includes Vertical Forces* Uses Live and Dead Load Reduction due to Offset* Uses External Horiz. Accel Coeff in Seismic Crest Toppling* Embedment is not included in Bearing Capacity* Analysis uses Auto-run Trial Wedge method for Seismic when ɸ – aTan(kh) – β < 0
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Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
SOUTHSIDE COMMERCE CENTERReport created by ReSSA(3.0): Copyright (c) 2001-2012, ADAMA Engineering, Inc.
PROJECT IDENTIFICATION
Title: SOUTHSIDE COMMERCE CENTERProject Number: 20ARW019 - Client: ARWDesigner: NT
Description:WALL 1 - PANEL 135 - PERM. CONDITION
Company's information:
Name: ERS Materials, LLCStreet: 116 Edwards Ferry Road NE
Unit SLeesburg, VA 20176
Telephone #:Fax #:E-Mail:
Original file path and name: V:\2020\20 ..... Y\Calculations\Ressa\ReSSA_WALL1_PANEL135_PERM.MSEOriginal date and time of creating this file: Mon Jun 15 15:16:41 2020
PROGRAM MODE: Analysis of a General Slope using GEOSYNTHETIC as reinforcing material.
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Relative Orientation of Reinforcement Force, ROR = 1.00. Assigned Factor of Safety to resist pullout, Fs-po = 1.50Design method for Global Stability: AASHTO/FHWA Bishop.
WATER
Water is not present
SEISMICITY
Not Applicable
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
DRAWING OF SPECIFIED GEOMETRY - GENERAL - Quick Input
-- Problem geometry is defined along sections selected by user at x,y coordinates.-- X1,Y1 represents the coordinates of soil surface. X2,Y2 represent the coordinates of the end of soil layer 1 and start of soil layer 2, and so on.
GEOMETRYSoil profile contains 4 layers (see details in next page)
UNIFORM SURCHARGELoad Q1 = 100.00 [lb/ft²] inclined from verical at 0.00 degrees, starts at X1s = 4.10 and ends at X1e = 15.33 [ft].Load Q2 = 250.00 [lb/ft²] inclined from verical at 0.00 degrees, starts at X2s = 15.33 and ends at X2e = 300.00 [ft]........................................................................Surcharge load, Q3 None
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Results in the tables below represent critical circles identified between specified points on entry and exit. (Theta-exit set to 50.00 deg.)The most critical circle is obtained from a search considering all the combinations of input entry and exit points.
Critical circles for each entry point (considering all specified exit points)Entry Point #
Note: In the 'Status' column, OK means the critical circle was identified within the specified search domain. 'On extreme X-entry' means that the critical result is on the edge of the search domain; a lower Fs may result if the search domain is expanded.
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Results in the tables below represent critical circles identified between specified points on entry and exit. (Theta-exit set to 50.00 deg.)The most critical circle is obtained from a search considering all the combinations of input entry and exit points.
Critical circles for each exit point (considering all specified entry points).Exit Point #
Note: In the 'Status' column, OK means the critical circle was identified within the specified search domain. 'On extreme X-exit' means that the critical result is on the edge of the search domain; a lower Fs may result if the search domain is expanded.
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Results in the table below represent critical two-part wedges identified between specified starting (X1) and ending (X2) search points. Wedges along all reinforcement layers and at elevation zero are reported. The critical two-part wedge, one for each predetermined elevation, is defined by Xa, Xb and Xc where Xa is the front end of the passive wedge (slope face), Xb is where the passive wedge ends and the active one starts, and Xc is the X-ordinate at which the active wedge starts.
Note: In the 'Status' column, OK means the critical two part-wedge was identified within the specified search domain. 'Minimum on Edge' means the critical result corresponds to a minimum on the edge of the search domain; i.e., either on X1 or X2 or the internally preset limits on Xc.
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
CRITICAL RESULTS OF ROTATIONAL AND TRANSLATIONAL STABILITY ANALYSESRotational (Circular Arc; Bishop) Stability Analysis
Minimum Factor of Safety = 1.32Critical Circle: Xc = -24.69[ft], Yc = 518.82[ft], R = 75.34[ft]. (Number of slices used = 60 )
Translational (2-Part Wedge; Spencer), Direct Sliding, Stability AnalysisMinimum Factor of Safety = 1.56Critical Two-Part Wedge: (Xa = 0.00, Ya = 455.00) [ft]
(Xb = 1.18, Yb = 455.00) [ft](Xc = 30.08, Yc = 476.00) [ft](Number of slices used = 30 )Interslice resultant force inclination = 35.86 [degrees]
Three-Part Wedge Stability Analysis
N O T C O N D U C T E DREINFORCEMENT LAYOUT: DRAWING
SCALE:
0 2 4 6 8 10[ft]
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
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Reinf. Type # Designated Name Coverage Ratio Area of reinforcemnt [ft²] / length of slope [ft]1 ERS-3 1.00 120.002 ERS-5 1.00 40.00
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Project: 20ARW019 - SOUTHSIDE COMMERCE CENTER [Rev. 1] ORANGE COUNTY, NY Wall: 2
Section #10 at Station 43.50Report Date June 17, 2020Designer NTDesign Standard National Concrete Masonry Association 3rd EditionDesign Static and SeismicUnit of Measure U.S./ImperialSelected Facing UnitLicensor/Product Line: Anchor Wall Systems, Inc.
Name: Diamond Pro®Seismic As 0.09 Default Deflection of 2.00 inch
Soil Parameters
Soil Zone Soil Type Angle φFriction
[lb/ft³]Density γ
In Situ
[lb/ft²]Cohesion Cf
Infill (i) SM 32° 130.00 n/aRetained (r) SM 30° 130.00 n/aFoundation (f) SM 30° 130.00 0.00Base (b) GW 39° 140.02 n/aDrainage (d) GP 38° 110.00 n/a
Section DetailsSection Height 6.33 Back Slope 0.00° LL Surcharge 250 DL Surcharge 0Design Height 6.33 ft Crest Offset 0.00 ft LL Offset 2.00 ft DL Offset 0.00 ftEmbedment 0.67 ft Wall Batter 7.13° Toe Slope 0.00° Toe Offset 0.00 ft
Minimum Factors of SafetyReinforcedExternal Value Internal Value Facing Value
Analysis Results* Analysis includes Vertical Forces* Uses Live and Dead Load Reduction due to Offset* Uses External Horiz. Accel Coeff in Seismic Crest Toppling* Embedment is not included in Bearing Capacity* Analysis uses Auto-run Trial Wedge method for Seismic when ɸ – aTan(kh) – β < 0
Project: 20ARW019 - SOUTHSIDE COMMERCE CENTER [Rev. 1] ORANGE COUNTY, NY Wall: 2
Section 10 Details
Section 10 Static ICS Cross-section
Section 10 Seismic ICS Cross-section
* Analysis includes Vertical Forces* Uses Live and Dead Load Reduction due to Offset* Uses External Horiz. Accel Coeff in Seismic Crest Toppling* Embedment is not included in Bearing Capacity* Analysis uses Auto-run Trial Wedge method for Seismic when ɸ – aTan(kh) – β < 0
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Project: 20ARW019 - SOUTHSIDE COMMERCE CENTER [Rev. 1] ORANGE COUNTY, NY Wall: 2
Section #35 at Station 165.75Report Date June 17, 2020Designer NTDesign Standard National Concrete Masonry Association 3rd EditionDesign Static and SeismicUnit of Measure U.S./ImperialSelected Facing UnitLicensor/Product Line: Anchor Wall Systems, Inc.
Name: Diamond Pro®Seismic As 0.09 Default Deflection of 2.00 inch
Soil Parameters
Soil Zone Soil Type Angle φFriction
[lb/ft³]Density γ
In Situ
[lb/ft²]Cohesion Cf
Infill (i) SM 32° 130.00 n/aRetained (r) SM 30° 130.00 n/aFoundation (f) SM 30° 130.00 0.00Base (b) GW 39° 140.02 n/aDrainage (d) GP 38° 110.00 n/a
Section DetailsSection Height 11.67 Back Slope 0.00° LL Surcharge 250 DL Surcharge 0Design Height 11.67 ft Crest Offset 0.00 ft LL Offset 2.00 ft DL Offset 0.00 ftEmbedment 1.33 ft Wall Batter 7.13° Toe Slope 0.00° Toe Offset 0.00 ft
Minimum Factors of SafetyReinforcedExternal Value Internal Value Facing Value
Analysis Results* Analysis includes Vertical Forces* Uses Live and Dead Load Reduction due to Offset* Uses External Horiz. Accel Coeff in Seismic Crest Toppling* Embedment is not included in Bearing Capacity* Analysis uses Auto-run Trial Wedge method for Seismic when ɸ – aTan(kh) – β < 0
Project: 20ARW019 - SOUTHSIDE COMMERCE CENTER [Rev. 1] ORANGE COUNTY, NY Wall: 2
Section 35 Details
Section 35 Static ICS Cross-section
Section 35 Seismic ICS Cross-section
* Analysis includes Vertical Forces* Uses Live and Dead Load Reduction due to Offset* Uses External Horiz. Accel Coeff in Seismic Crest Toppling* Embedment is not included in Bearing Capacity* Analysis uses Auto-run Trial Wedge method for Seismic when ɸ – aTan(kh) – β < 0
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Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
SOUTHSIDE COMMERCE CENTERReport created by ReSSA(3.0): Copyright (c) 2001-2012, ADAMA Engineering, Inc.
PROJECT IDENTIFICATION
Title: SOUTHSIDE COMMERCE CENTERProject Number: 20ARW019 - Client: ARWDesigner: NT
Description:WALL 2 - PANEL 35 - PERM. CONDITION
Company's information:
Name: ERS Materials, LLCStreet: 116 Edwards Ferry Road NE
Unit SLeesburg, VA 20176
Telephone #:Fax #:E-Mail:
Original file path and name: V:\2020\20 ..... NY\Calculations\Ressa\ReSSA_WALL2_PANEL35_PERM.MSEOriginal date and time of creating this file: Mon Jun 15 15:16:41 2020
PROGRAM MODE: Analysis of a General Slope using GEOSYNTHETIC as reinforcing material.
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
...........................................................................4 Foundation Soil 130.0 30.0 0.0
REINFORCEMENT
R e i n f o r c e m e n t
Type # GeosyntheticDesignated Name
UltimateStrength, Tult
ReductionFactor forInstallationDamage, RFid
ReductionFactor forDurability, RFd
ReductionFactor forCreep, RFc
AdditionalReductionFactor, RFa
CoverageRatio, Rc
[lb/ft]
1 ERS-3 3600.00 1.10 1.10 1.51 1.00 1.00
I n t e r a c t i o n P a r a m e t e r s
Type # GeosyntheticDesignated Name
== Direct Sliding == ==== Pullout ====
Cds-phi Cds-c Ci Alpha
1 ERS-3 0.80 0.00 0.80 0.80
Relative Orientation of Reinforcement Force, ROR = 1.00. Assigned Factor of Safety to resist pullout, Fs-po = 1.50Design method for Global Stability: AASHTO/FHWA Bishop.
WATER
Water is not present
SEISMICITY
Not Applicable
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
DRAWING OF SPECIFIED GEOMETRY - GENERAL - Quick Input
-- Problem geometry is defined along sections selected by user at x,y coordinates.-- X1,Y1 represents the coordinates of soil surface. X2,Y2 represent the coordinates of the end of soil layer 1 and start of soil layer 2, and so on.
GEOMETRYSoil profile contains 4 layers (see details in next page)
UNIFORM SURCHARGELoad Q1 = 250.00 [lb/ft²] inclined from verical at 0.00 degrees, starts at X1s = 4.50 and ends at X1e = 50.00 [ft]........................................................................Surcharge load, Q2 None.......................................................................Surcharge load, Q3 None
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
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Soil profile contains 4 layers. Coordinates in [ft.]
# Xi YiTop of Layer 1 1 -0.03 432.00
2 0.00 430.673 1.46 442.34
Top of Layer 2 4 -0.03 432.005 0.00 430.676 1.00 430.677 2.46 442.34
Top of Layer 3 8 -0.03 431.979 0.00 430.6410 9.00 430.6411 10.46 442.30
Top of Layer 4 12 -0.03 431.9413 0.00 430.60
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
(*) This Tavailable is dictated by the pullout resistance capacity, which is smaller than the long-term strength of the reinforcement that is related to its specified ultimate strength.
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Results in the tables below represent critical circles identified between specified points on entry and exit. (Theta-exit set to 50.00 deg.)The most critical circle is obtained from a search considering all the combinations of input entry and exit points.
Critical circles for each entry point (considering all specified exit points)Entry Point #
Note: In the 'Status' column, OK means the critical circle was identified within the specified search domain. 'On extreme X-entry' means that the critical result is on the edge of the search domain; a lower Fs may result if the search domain is expanded.
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Results in the tables below represent critical circles identified between specified points on entry and exit. (Theta-exit set to 50.00 deg.)The most critical circle is obtained from a search considering all the combinations of input entry and exit points.
Critical circles for each exit point (considering all specified entry points).Exit Point #
Note: In the 'Status' column, OK means the critical circle was identified within the specified search domain. 'On extreme X-exit' means that the critical result is on the edge of the search domain; a lower Fs may result if the search domain is expanded.
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Results in the table below represent critical two-part wedges identified between specified starting (X1) and ending (X2) search points. Wedges along all reinforcement layers and at elevation zero are reported. The critical two-part wedge, one for each predetermined elevation, is defined by Xa, Xb and Xc where Xa is the front end of the passive wedge (slope face), Xb is where the passive wedge ends and the active one starts, and Xc is the X-ordinate at which the active wedge starts.
Note: In the 'Status' column, OK means the critical two part-wedge was identified within the specified search domain. 'Minimum on Edge' means the critical result corresponds to a minimum on the edge of the search domain; i.e., either on X1 or X2 or the internally preset limits on Xc.
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
CRITICAL RESULTS OF ROTATIONAL AND TRANSLATIONAL STABILITY ANALYSESRotational (Circular Arc; Bishop) Stability Analysis
Minimum Factor of Safety = 1.50Critical Circle: Xc = -11.90[ft], Yc = 464.43[ft], R = 33.94[ft]. (Number of slices used = 55 )
Translational (2-Part Wedge; Spencer), Direct Sliding, Stability AnalysisMinimum Factor of Safety = 1.57Critical Two-Part Wedge: (Xa = 0.00, Ya = 430.67) [ft]
(Xb = 1.16, Yb = 430.67) [ft](Xc = 17.82, Yc = 442.34) [ft](Number of slices used = 30 )Interslice resultant force inclination = 34.72 [degrees]
Three-Part Wedge Stability Analysis
N O T C O N D U C T E DREINFORCEMENT LAYOUT: DRAWING
SCALE:
0 2 4 6 8 10 [ft]
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Reinf. Type # Designated Name Coverage Ratio Area of reinforcemnt [ft²] / length of slope [ft]1 ERS-3 1.00 54.00
Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0 ReSSA Version 3.0
Project: 20ARW019 - SOUTHSIDE COMMERCE CENTER [Rev. 1] ORANGE COUNTY, NY Wall: 3
Section #7 at Station 30.75Report Date June 17, 2020Designer NTDesign Standard National Concrete Masonry Association 3rd EditionDesign Static and SeismicUnit of Measure U.S./ImperialSelected Facing UnitLicensor/Product Line: Anchor Wall Systems, Inc.
Name: Diamond Pro®Seismic As 0.09 Default Deflection of 2.00 inch
Soil Parameters
Soil Zone Soil Type Angle φFriction
[lb/ft³]Density γ
In Situ
[lb/ft²]Cohesion Cf
Infill (i) SM 32° 130.00 n/aRetained (r) SM 30° 130.00 n/aFoundation (f) SM 30° 130.00 0.00Base (b) GW 39° 140.02 n/aDrainage (d) GP 38° 110.00 n/a
Section DetailsSection Height 5.00 Back Slope 0.00° LL Surcharge 250 DL Surcharge 0Design Height 5.00 ft Crest Offset 0.00 ft LL Offset 2.00 ft DL Offset 0.00 ftEmbedment 0.51 ft Wall Batter 7.13° Toe Slope 0.00° Toe Offset 0.00 ft
Minimum Factors of SafetyReinforcedExternal Value Internal Value Facing Value
Analysis Results* Analysis includes Vertical Forces* Uses Live and Dead Load Reduction due to Offset* Uses External Horiz. Accel Coeff in Seismic Crest Toppling* Embedment is not included in Bearing Capacity* Analysis uses Auto-run Trial Wedge method for Seismic when ɸ – aTan(kh) – β < 0
Project: 20ARW019 - SOUTHSIDE COMMERCE CENTER [Rev. 1] ORANGE COUNTY, NY Wall: 3
Section 7 Details
Section 7 Static ICS Cross-section
Section 7 Seismic ICS Cross-section
* Analysis includes Vertical Forces* Uses Live and Dead Load Reduction due to Offset* Uses External Horiz. Accel Coeff in Seismic Crest Toppling* Embedment is not included in Bearing Capacity* Analysis uses Auto-run Trial Wedge method for Seismic when ɸ – aTan(kh) – β < 0
Page 8 Printed 6/17/2020Version: 2.6.0.6781
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Project: 20ARW019 - SOUTHSIDE COMMERCE CENTER [Rev. 1] ORANGE COUNTY, NY Wall: 3
Section #13 at Station 78.00Report Date June 17, 2020Designer NTDesign Standard National Concrete Masonry Association 3rd EditionDesign Static and SeismicUnit of Measure U.S./ImperialSelected Facing UnitLicensor/Product Line: Anchor Wall Systems, Inc.
Name: Diamond Pro®Seismic As 0.09 Default Deflection of 2.00 inch
Soil Parameters
Soil Zone Soil Type Angle φFriction
[lb/ft³]Density γ
In Situ
[lb/ft²]Cohesion Cf
Infill (i) SM 32° 130.00 n/aRetained (r) SM 30° 130.00 n/aFoundation (f) SM 30° 130.00 0.00Base (b) GW 39° 140.02 n/aDrainage (d) GP 38° 110.00 n/a
Section DetailsSection Height 9.00 Back Slope 0.00° LL Surcharge 250 DL Surcharge 0Design Height 9.00 ft Crest Offset 0.00 ft LL Offset 2.00 ft DL Offset 0.00 ftEmbedment 1.33 ft Wall Batter 7.13° Toe Slope 0.00° Toe Offset 0.00 ft
Minimum Factors of SafetyReinforcedExternal Value Internal Value Facing Value
Analysis Results* Analysis includes Vertical Forces* Uses Live and Dead Load Reduction due to Offset* Uses External Horiz. Accel Coeff in Seismic Crest Toppling* Embedment is not included in Bearing Capacity* Analysis uses Auto-run Trial Wedge method for Seismic when ɸ – aTan(kh) – β < 0
Project: 20ARW019 - SOUTHSIDE COMMERCE CENTER [Rev. 1] ORANGE COUNTY, NY Wall: 3
Section 13 Details
Section 13 Static ICS Cross-section
Section 13 Seismic ICS Cross-section
* Analysis includes Vertical Forces* Uses Live and Dead Load Reduction due to Offset* Uses External Horiz. Accel Coeff in Seismic Crest Toppling* Embedment is not included in Bearing Capacity* Analysis uses Auto-run Trial Wedge method for Seismic when ɸ – aTan(kh) – β < 0