Appendix E1 - Tanks Structural Calc.pdf
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- W912GB21R0029
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Department of the Army European Command
About this file
This document contains structural calculations for a water storage tank to be constructed as part of the Utility Modernization project at Chievres Air Base in Belgium. The calculations determine seismic design forces for the steel tank, which will have a 46-foot diameter, 33.5-foot height, and hold 29.5 feet of water. The calculations also specify tank dimensions, material properties, site information, seismic parameters, and resulting impulsive and non-impulsive liquid load weights.
The related federal contract opportunity is a Request for Proposal issued by the Department of the Army European Command for the Utility Modernization project at Chievres Air Base. Offerors must register to attend an upcoming pre-proposal site visit at the base by submitting registration details no later than 18 June 2021. The RFP seeks to modernize utilities at the base through the award of a construction contract.
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Seismic Forces
3/26/2021Submittal Date:
Revision Date:
Prepared By:
Structural Calculations
100% Structural Calculations
Prepared for:
Utility Repair Project - Water Tank Pad
193690-03Project No.:
Sheet No_______________
Project # ______________WA19.0369.003
Project_____________________________________________________________Utility Repair Project - Chievres Air Base Computed By_________NRT Date __________________03/10/2021
Subject___________________________________________________________________________________Ground Supported Water Tank Checked By___________- Date __________________
Calculation:
The purpose of this calculation is to calculate the Seismic Design Force for storage tanks.
References:
ASCE 7-16
AWWA D100-11
Tank Parameters:
Tank Diameter: ≔D 46 ft
Tank Inside Diameter: ≔Di 45.25 ft
Tank Shell Thickness: ≔Ts 1 in
Tank Roof Thickness ≔Tr 1 in
Tank Bottom Thickness: ≔Tb 1 in Figure 1: Storage Tank Section
Tank Height: ≔Th 33.5 ft
Max Design Product Level: ≔H 29.5 ft ≔Fy 36 ksi
D/H Ratio: =― D
H
1.56 ≔G 1.0
Fluid Density: ≔ρw 62.4 pcf
Tank Density: ≔ρt 0.289 pci
Weight of Tank:
≔Ws ⋅⋅⋅⋅Ts Th π D ρt =Ws 201.471 kip
≔Wr ⋅⋅Tr ――― ⋅π D2 ρt =Wr 69.2 kip
≔Wb ⋅⋅Tr ――― ⋅π D2 ρt =Wb 69.2 kip
≔Wtank ++Ws Wr Wb =Wtank 339.8 kip
Weight of Product: ≔Wp ⋅⋅⋅ρw G ――― ⋅π Di
H
=Wp 2960.3 kip
≔Wp.ksf =――― Wp
⋅π ―― Di
1.841 ksf
Project_____________________________________________________________Utility Repair Project - Chievres Air Base Computed By_________NRT Date __________________03/10/2021
Subject___________________________________________________________________________________Ground Supported Water Tank Checked By___________- Date __________________
Seismic Parameters:
Occupancy Category: ≔OC IV (ASCE 7-16 Table 1.5-1)
Importance Factor: ≔Ie 1.5 (ASCE 7-16 Sec. 15.4.1.1)
Short-period Response: ≔Ss 0.57
One-second Period Response: ≔S1 0.27
Long-period Transition Period: ≔TL 8 s
Site Class: ＝SC D
Spectral Acceleration: ≔SDS 0.532
≔SD1 0.306
Response Factor: ≔R 3.0 (ASCE 7-16 Table 15.4-2)
System Over-strength Factor: ≔Ωo 2.0 (ASCE 7-16 Table 15.4-2)
Deflection Amplification Factor: ≔Cd 2.5 (ASCE 7-16 Table 15.4-2)
Impulsive Response Calculation:
Impulsive Acceleration:
≔Ci 6.6 ≔tu 1 in ≔E 29000 ksi
(Seismic Evaluation & Design of Petrochemical Facilities)
≔Ti ⋅⋅――――
⋅Ci ― H ft
⋅27.8 tu in
D
‾‾ρw
‾‾E s
=Ti 0.006 s
≔TS =⋅――
SD1
SDS
s 0.6 s
≔Sai SDS (ASCE 7-16 Sec. 15.7.6.1 AWWA Section 13.2.7.3.1)
=Sai 0.532
Project_____________________________________________________________Utility Repair Project - Chievres Air Base Computed By_________NRT Date __________________03/10/2021
Subject___________________________________________________________________________________Ground Supported Water Tank Checked By___________- Date __________________
Impulsive Liquid Weight:
≔Wi.liquid if else
D
H 1.333
-1.0 ⋅0.218 ― D
H
Wp tanh
0.866 ―
D
H
⋅0.866 ― D
H
Wp
(AWWA Eq. 13-25)
(AWWA Eq. 13-24)
=Wi.liquid 1916.3 kip
Impulsive Total Weight: ≔Wi +Wtank Wi.liquid (ASCE 7-16 Sec 15.7.6.1)
=Wi 2256.1 kip
Base Shear (Impulsive):
≔Vi ―――
⋅Sai Wi
R
Ie
=Vi 600.1 kip
(ASCE 7-16 Eq. 15.7-5)
Centroid of Impulsive Lateral Seismic Forces:
≔Xi if else
D
H 1.333
-0.5 ⋅.094 ― D
H
H
‖ 0.375 H
(AWWA Eq. 13-29)
(AWWA Eq. 13-28)
=Xi 11.1 ft =Xi 3.4 m
Impulsive Horizontal Design Acceleration:
≔Ai max
⋅Sai Ie
⋅1.4 R
⋅⋅0.36 S1 Ie
R
=Ai 0.2
Project_____________________________________________________________Utility Repair Project - Chievres Air Base Computed By_________NRT Date __________________03/10/2021
Subject___________________________________________________________________________________Ground Supported Water Tank Checked By___________- Date __________________
Convective Response Calculation:
Sloshing Period: ≔Tc ⋅2 π
D
⋅⋅3.68 g tanh
⋅3.68 H
((D))
=Tc 3.95 s (ASCE 7-16 Eq. 15.7-12)
Spectral Acceleration:
≔Sac if else
>Tc TL
⋅⋅1.5 SD1 TL
Tc s
⋅1.5 SD1
Tc s
(ASCE 7-10 Eq. 15.7-11, p. 153)
(ASCE 7-10 Eq. 15.7-10, p. 153)
=Sac 0.116
Convective Weight: ≔Wc ⋅⋅⋅0.230 ― D
H tanh
3.67 H
D
Wp
=Wc 1042.7 kip (AWWA Eq. 13-26)
Centroid of Convective Lateral Seismic Forces:
(AWWA Eq. 13-30)
≔Xc ⋅
-1.0 ――――――――
-cosh
⋅3.67 H
D
⋅3.67 H
D sinh
⋅3.67 H
D
H
=Xc 19.1 ft =Xc 5.8 m
Convective Horizontal Design Acceleration:
≔Ac ――― ⋅Sac Ie
⋅1.4 R =Ac 0.041
Base Shear (Convective):
≔Vc ⋅―――
⋅Sac Ie
1.5 Wc (ASCE 7-16 Eq. 15.7-6)
=Vc 121.1 kip
Project_____________________________________________________________Utility Repair Project - Chievres Air Base Computed By_________NRT Date __________________03/10/2021
Subject___________________________________________________________________________________Ground Supported Water Tank Checked By___________- Date __________________
Seismic Base Shear Calculation:
Seismic Base Shear: ≔V +Vi Vc
=V 721.2 kip =V 3208.23 kN
Design Seismic Base Shear at the top of Foundation:
(ASCE 7-16 Sec. 15.7.6.1, AWWA Eq 13-31)
≔Vf
+⎛⎝ ⋅Ai ⎛⎝ +++Ws Wr Wb Wi
⎛⎝ ⋅Ac Wc
=Vf 495.1 kip =Vf 2202.36 kN
Seismic Base Overturning Calculation:
Design Seismic Base Overturning at the bottom of Shell:
≔Xs ― Th
=Xs 16.8 ft
≔Ms
+⎛⎝ ⋅Ai ⎛⎝ ++⋅Ws Xs ⋅Wr Th ⋅Wi Xi⎞⎠⎞⎠
⎛⎝ ⋅⋅Ac Wc Xc⎞⎠
=Ms 5882 ⋅ft kip =Ms 7974.89 ⋅kN m
Design Seismic Base Overturning at the top of Foundation:
≔Ximf if else
D
H 1.333
+0.5 ⋅.06 ― D
H
H
⋅⋅0.375
+1 ⋅1.33
⋅0.833 ― D
H tanh
⋅0.833 ― D
H
1.0
H
=Ximf 18.5 ft =Ximf 5.6 m
≔Xcmf ⋅
-1 ――――――――
-cosh
⋅3.67 H
D
1.937
⋅3.67 H
D sinh
⋅3.67 H
D
H
=Xcmf 21.4 ft =Xcmf 6.5 m
Project_____________________________________________________________Utility Repair Project - Chievres Air Base Computed By_________NRT Date __________________03/10/2021
Subject___________________________________________________________________________________Ground Supported Water Tank Checked By___________- Date __________________
≔Mmf
+⎛⎝ ⋅Ai ⎛⎝ ++⋅Ws Xs ⋅Wr Th ⋅Wi Ximf⎞⎠⎞⎠
⎛⎝ ⋅⋅Ac Wc Xcmf⎞⎠
=Mmf 9073.6 ⋅ft kip =Mmf 12302.12 ⋅kN m
Overturning Ratio:
≔Av ⋅0.14 SDS =Av 0.074 (AWWA Section 13.5.4.3)
≔wL min
,⋅⋅⋅7.9 ― Tb in
Fy ksi H ft G ―― lbf ft ⋅⋅⋅⋅1.28 ―
H ft Di ft G ―― lbf ft
=wL 257.4 ―― lbf ft
≔wt ―― Ws
⋅π Di =wt 1.4 ―― kip ft
≔J ――――――――― Ms
⋅D 2 ⎛⎝ +⋅wt ⎛⎝ -1 ⋅.4 Av⎞⎠ wL⎞⎠
=J 1.7028
Tank requires anchors
Minimum Freeboard Calculation:
Seismic Base Shear: ≔δs if else if else
≥OC IV
‖ ⋅⋅0.42 Di Ie Sac
∧≥OC III ≥SDS 0.33
‖ ⋅0.7 ⎛⎝ ⋅⋅0.42 Di Ie Sac⎞⎠
‖ “No minimum freeboard is required”
(ASCE 7-16 Eq. 15.7-13)
(ASCE 7-16 Table 15.7-3)
=δs 3.3 ft =δs 1 m
Project_____________________________________________________________Utility Repair Project - Chievres Air Base Computed By_________NRT Date __________________03/10/2021
Subject___________________________________________________________________________________Ground Supported Water Tank Checked By___________- Date __________________
CHECK CONRETE MAT FOR PUNCHING SHEAR:
Pile Diameter: ≔dp 800 mm
Pile Capacity: ≔Pcap 1500 kN =Pcap 337.2 kip
Concrete Mat Thickness: ≔dm 1500 mm ≔f'c 4000 psi ≔ϕ 0.75
Average depth of concrete mat: ≔dpv =--dm 3 in 0.5 in 55.6 in
Perimeter of Prism: ≔bo =⋅π ⎛⎝ +dp dpv⎞⎠ 273.5 in
Area of Prism: ≔Ao =⋅bo dpv 15193.2 in2
Punching Shear:
≔Vn.pv =⋅⋅⋅⋅ϕ 2 f'c psi Ao in lbf 1441.4 kip =Vn.pv 6411.45 kN
≔Vu =⋅1.45 Pcap 489 kip =Vu 2175 kN
No Punching shear reinforcement required.
CHECK CONRETE MAT FOR FLEXURE:
Min As required for Concrete Mat per foot:
≔As.min ⋅⋅0.0018 dm 12 in
=As.min 1.3 in2
#8 @ 12" oc Top and Bottom is G.F. ≔As.prov 1.6 in2
(25mm diam @ 300 mm oc top and bottom)
Assume 1ft strip ≔b 12 in ≔fy 60000 psi ≔ϕm 0.9
Max. Moment: ≔Mu ⋅12.6 ft ―― kip ft (from Risa 3D)
=As.prov 1.6 in2 ≔As ――― As.prov
≔a =―――― ⋅As fy
⋅⋅0.85 f'c b
1.176 in ≔Mn =⋅⋅As fy
-dpv ― a
219.9 ⋅ft kip
≔Mu =⋅ϕm Mn 197.9 ⋅ft kip
#8 @ 12in oc top and bottom is acceptable!
(25mm diam @ 300 mm on center top and bottom)
Project_____________________________________________________________Utility Repair Project - Chievres Air Base Computed By_________NRT Date __________________03/10/2021
Subject___________________________________________________________________________________Ground Supported Water Tank Checked By___________- Date __________________
CHECK CONRETE MAT FOR OVERTURNING:
Concrete Mat Weight: ≔Wconc.mat ⋅⋅⋅150 pcf 18 m 18 m 1.5 m
=Wconc.mat 2574.4 kip =Wconc.mat 11451.7 kN
≔Mr.ot =⋅Wconc.mat 18 ― m
76016.91 ⋅ft kip
=Mmf ⎛⎝ ⋅9.1 103 ⎞⎠ ⋅ft kip
≔FSot =―――
Mr.ot
Mmf
5.6 OK!
CHECK CONRETE MAT FOR SLIDING:
Assumption that weight of the the entire DL + FL multiplied by the effect of friction is to resist the lateral loads. Piles are assumed not to support any lateral loadings.
≔μ 0.3 (Assumed, to be verified prior to IFC)
≔Wμ =⋅μ ⎛⎝ ++Wtank Wconc.mat Wp ⎞⎠ 1762.4 kip
≔FSslide =―― Wμ
V
2.4 Acceptable!
CHECK CONRETE MAT BEARING PRESSURE:
Assumption is for the mat to be supported by the soil. The rest of the loads shall be supported by the piles.
≔Amat =⋅18 m 18 m 324 m2 =Amat 3487.5 ft2
≔npile 36 Pile Diameter: ≔Dp 39 in
≔Ac =――― ⋅π Dp
1194.6 in2
≔δbearing =―――――― Wconc.mat
-Amat ⎛⎝ ⋅npile Ac⎞⎠
807.3 psf
=δbearing 38.7 kPa (Geotech Bearing Pressure 40 kPa)
Confirmation that deep foundation required
WSP USA
wsp.com
DESIGN OF GROUP PILE 6 X 6 PILES (18M X 18M PILE CAP)
So, resistance factor for the drilled shaft would be or
Dead load factor for Drilled Shaft would be
So, Loads
Vertical/Axial load = 15150 KN
Based on load factor 1.25 for drilled shaft
The axial load to consider for design is 1.25*15150 KN= 18,937.7 KN
Seismic Lateral load
3225 KN * 1.5 load factor = 4837.5 KN
Seismic Moment
12305KN-m * 1.5= 18457.5 KN-M
Reinforcement details for all the 36 piles in (6 X 6 arrangement), which are 8 meter in length are :
The Group pile analyses result is :
AASHTO Reference :
Based on the Table 3.4.1.-2 AASHTO
Company : WSP USA Feb 3, 2021 7:39 AMDesigner : N. Torres
Job Number : WA19.03690.003 Checked By:_____ Model Name : Water Tank
(Global) Model Settings
Display Sections for Member Calcs Max Internal Sections for Member Calcs Include Shear Deformation?
Increase Nailing Capacity for Wind?
Include Warping?
Trans Load Btwn Intersecting Wood Wall?
Area Load Mesh (in^2) Merge Tolerance (in) P-Delta Analysis Tolerance Include P-Delta for Walls?
Automatically Iterate Stiffness for Walls?
Max Iterations for Wall Stiffness Gravity Acceleration (ft/sec^2) Wall Mesh Size (in) Eigensolution Convergence Tol. (1.E-) Vertical Axis Global Member Orientation Plane Static Solver Dynamic Solver
Yes Yes Yes Yes .12 0.50% Yes Yes 32.2 Y
XZ
Sparse Accelerated Accelerated Solver
Hot Rolled Steel Code Adjust Stiffness?
RISAConnection Code Cold Formed Steel Code Wood Code Wood Temperature Concrete Code Masonry Code Aluminum Code Stainless Steel Code Adjust Stiffness?
AISC 15th(360-16): ASD Yes(Iterative) AISC 14th(360-10): ASD
AISI S100-16: ASD
AWC NDS-18: ASD
< 100F
ACI 318-14
TMS 402-16: ASD
AA ADM1-15: ASD - Building AISC 14th(360-10): ASD Yes(Iterative)
Number of Shear Regions Region Spacing Increment (in) Biaxial Column Method Parme Beta Factor (PCA) Concrete Stress Block Use Cracked Sections?
Use Cracked Sections Slab?
Bad Framing Warnings?
Unused Force Warnings?
Min 1 Bar Diam. Spacing?
Concrete Rebar Set Min % Steel for Column Max % Steel for Column
Exact Integration .65 Rectangular Yes Yes No Yes No
REBAR_SET_ASTMA615
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Job Number : WA19.03690.003 Checked By:_____ Model Name : Water Tank
(Global) Model Settings, Continued
Seismic Code Seismic Base Elevation (ft) Add Base Weight?
Ct X Ct Z T X (sec) T Z (sec) R X R Z Ct Exp. X Ct Exp. Z
SD1
SDS
S1 TL (sec) Risk Cat Drift Cat
ASCE 7-16
Not Entered Yes .02 .02 Not Entered Not Entered .75 .75 I or II Other
Om Z Om X Cd Z Cd X Rho Z Rho X
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Job Number : WA19.03690.003 Checked By:_____ Model Name : Water Tank
Joint Loads and Enforced Displacements (BLC 5 : ELX)
Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft...
1 N421 L Mz -9074 2 N421 L X 721.2
Joint Loads and Enforced Displacements (BLC 6 : ELZ)
Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft...
1 N421 L Mx 9074 2 N421 L Z 721.2
Envelope Joint Reactions
Joint X [k] LC Y [k] LC Z [k] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC
1 N301 max .029 5 41.811 3 0 6 0 7 0 7 0 7 2 min -39.757 4 -15.454 5 -20.309 5 0 1 0 1 0 1 3 N289 max 0 7 41.811 3 .029 4 0 7 0 7 0 7 4 min -20.309 4 -15.454 4 -39.757 5 0 1 0 1 0 1 5 N325 max .021 2 41.811 3 0 6 0 7 0 7 0 7 6 min -39.827 4 -41.737 4 -20.309 5 0 1 0 1 0 1 7 N313 max 0 7 41.811 3 .021 2 0 7 0 7 0 7 8 min -20.309 4 -41.737 5 -39.827 5 0 1 0 1 0 1 9 N299 max .192 7 41.811 3 .349 6 0 7 0 7 0 7 10 min -38.455 4 -9.765 5 -21.608 5 0 1 0 1 0 1 11 N297 max .421 7 41.811 3 .565 6 0 7 0 7 0 7 12 min -34.895 4 -5.491 5 -25.167 5 0 1 0 1 0 1 13 N295 max .578 7 41.811 3 .578 6 0 7 0 7 0 7 14 min -30.031 4 -3.773 4 -30.031 5 0 1 0 1 0 1 15 N293 max .565 7 41.811 3 .421 6 0 7 0 7 0 7 16 min -25.167 4 -5.491 4 -34.895 5 0 1 0 1 0 1 17 N291 max .349 7 41.811 3 .192 6 0 7 0 7 0 7 18 min -21.608 4 -9.765 4 -38.455 5 0 1 0 1 0 1 19 N335 max 4.861 5 41.811 3 4.905 4 0 7 0 7 0 7 20 min -21.619 4 -21.781 4 -38.455 5 0 1 0 1 0 1 21 N333 max 8.421 5 41.811 3 8.473 4 0 7 0 7 0 7 22 min -25.19 4 -28.043 4 -34.895 5 0 1 0 1 0 1 23 N331 max 9.723 5 41.811 3 9.775 4 0 7 0 7 0 7 24 min -30.069 4 -33.599 4 -30.031 5 0 1 0 1 0 1 25 N329 max 8.416 5 41.811 3 8.462 4 0 7 0 7 0 7 26 min -34.948 4 -37.992 4 -25.167 5 0 1 0 1 0 1 27 N327 max 4.846 5 41.811 3 4.884 4 0 7 0 7 0 7 28 min -38.519 4 -40.779 4 -21.608 5 0 1 0 1 0 1 29 N323 max .192 7 41.811 3 .349 6 0 7 0 7 0 7 30 min -38.519 4 -40.779 4 -21.619 5 0 1 0 1 0 1 31 N321 max .421 7 41.811 3 .565 6 0 7 0 7 0 7 32 min -34.948 4 -37.992 4 -25.19 5 0 1 0 1 0 1 33 N319 max .578 7 41.811 3 .578 6 0 7 0 7 0 7 34 min -30.069 4 -33.599 4 -30.069 5 0 1 0 1 0 1 35 N317 max .565 7 41.811 3 .421 6 0 7 0 7 0 7 36 min -25.19 4 -37.992 5 -34.948 5 0 1 0 1 0 1 37 N315 max .349 7 41.811 3 .192 6 0 7 0 7 0 7
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Job Number : WA19.03690.003 Checked By:_____ Model Name : Water Tank
Envelope Joint Reactions (Continued)
Joint X [k] LC Y [k] LC Z [k] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC
38 min -21.619 4 -40.779 5 -38.519 5 0 1 0 1 0 1 39 N311 max 4.884 5 41.811 3 4.846 4 0 7 0 7 0 7 40 min -21.608 4 -40.779 5 -38.519 5 0 1 0 1 0 1 41 N309 max 8.462 5 41.811 3 8.416 4 0 7 0 7 0 7 42 min -25.167 4 -37.992 5 -34.948 5 0 1 0 1 0 1 43 N307 max 9.775 5 41.811 3 9.723 4 0 7 0 7 0 7 44 min -30.031 4 -33.599 5 -30.069 5 0 1 0 1 0 1 45 N305 max 8.473 5 41.811 3 8.421 4 0 7 0 7 0 7 46 min -34.895 4 -28.043 5 -25.19 5 0 1 0 1 0 1 47 N303 max 4.905 5 41.811 3 4.861 4 0 7 0 7 0 7 48 min -38.455 4 -21.781 5 -21.619 5 0 1 0 1 0 1 49 N1 max 0 7 2.326 5 0 7 0 7 0 7 0 7 50 min 0 1 0 1 0 1 0 1 0 1 0 1 51 N2 max 0 7 1.817 3 0 7 0 7 0 7 0 7 52 min 0 1 0 1 0 1 0 1 0 1 0 1 53 N3 max 0 7 1.813 3 0 7 0 7 0 7 0 7 54 min 0 1 0 1 0 1 0 1 0 1 0 1 55 N4 max 0 7 1.808 3 0 7 0 7 0 7 0 7 56 min 0 1 0 1 0 1 0 1 0 1 0 1 57 N5 max 0 7 1.803 3 0 7 0 7 0 7 0 7 58 min 0 1 0 1 0 1 0 1 0 1 0 1 59 N6 max 0 7 1.799 3 0 7 0 7 0 7 0 7 60 min 0 1 0 1 0 1 0 1 0 1 0 1 61 N7 max 0 7 1.798 3 0 7 0 7 0 7 0 7 62 min 0 1 0 1 0 1 0 1 0 1 0 1 63 N8 max 0 7 1.799 3 0 7 0 7 0 7 0 7 64 min 0 1 0 1 0 1 0 1 0 1 0 1 65 N9 max 0 7 1.803 3 0 7 0 7 0 7 0 7 66 min 0 1 0 1 0 1 0 1 0 1 0 1 67 N10 max 0 7 1.808 3 0 7 0 7 0 7 0 7 68 min 0 1 0 1 0 1 0 1 0 1 0 1 69 N11 max 0 7 1.813 3 0 7 0 7 0 7 0 7 70 min 0 1 0 1 0 1 0 1 0 1 0 1 71 N12 max 0 7 1.817 3 0 7 0 7 0 7 0 7 72 min 0 1 0 1 0 1 0 1 0 1 0 1 73 N13 max 0 7 2.326 4 0 7 0 7 0 7 0 7 74 min 0 1 0 1 0 1 0 1 0 1 0 1 75 N14 max 0 7 1.817 3 0 7 0 7 0 7 0 7 76 min 0 1 0 1 0 1 0 1 0 1 0 1 77 N15 max 0 7 1.813 3 0 7 0 7 0 7 0 7 78 min 0 1 0 1 0 1 0 1 0 1 0 1 79 N16 max 0 7 1.808 3 0 7 0 7 0 7 0 7 80 min 0 1 0 1 0 1 0 1 0 1 0 1 81 N17 max 0 7 1.803 3 0 7 0 7 0 7 0 7 82 min 0 1 0 1 0 1 0 1 0 1 0 1 83 N18 max 0 7 1.799 3 0 7 0 7 0 7 0 7 84 min 0 1 0 1 0 1 0 1 0 1 0 1 85 N19 max 0 7 1.798 3 0 7 0 7 0 7 0 7 86 min 0 1 0 1 0 1 0 1 0 1 0 1 87 N20 max 0 7 1.799 3 0 7 0 7 0 7 0 7 88 min 0 1 0 1 0 1 0 1 0 1 0 1 89 N21 max 0 7 1.803 3 0 7 0 7 0 7 0 7 90 min 0 1 0 1 0 1 0 1 0 1 0 1 91 N22 max 0 7 1.808 3 0 7 0 7 0 7 0 7 92 min 0 1 0 1 0 1 0 1 0 1 0 1 93 N23 max 0 7 1.813 3 0 7 0 7 0 7 0 7 94 min 0 1 0 1 0 1 0 1 0 1 0 1
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Job Number : WA19.03690.003 Checked By:_____ Model Name : Water Tank
Envelope Joint Reactions (Continued)
Joint X [k] LC Y [k] LC Z [k] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC
95 N24 max 0 7 1.817 3 0 7 0 7 0 7 0 7 96 min 0 1 0 1 0 1 0 1 0 1 0 1 97 N25 max 0 7 1.819 3 0 7 0 7 0 7 0 7 98 min 0 1 0 1 0 1 0 1 0 1 0 1 99 N26 max 0 7 1.817 3 0 7 0 7 0 7 0 7 100 min 0 1 0 1 0 1 0 1 0 1 0 1 101 N27 max 0 7 1.813 3 0 7 0 7 0 7 0 7 102 min 0 1 0 1 0 1 0 1 0 1 0 1 103 N28 max 0 7 1.808 3 0 7 0 7 0 7 0 7 104 min 0 1 0 1 0 1 0 1 0 1 0 1 105 N29 max 0 7 1.803 3 0 7 0 7 0 7 0 7 106 min 0 1 0 1 0 1 0 1 0 1 0 1 107 N30 max 0 7 1.799 3 0 7 0 7 0 7 0 7 108 min 0 1 0 1 0 1 0 1 0 1 0 1 109 N31 max 0 7 1.798 3 0 7 0 7 0 7 0 7 110 min 0 1 0 1 0 1 0 1 0 1 0 1 111 N32 max 0 7 1.799 3 0 7 0 7 0 7 0 7 112 min 0 1 0 1 0 1 0 1 0 1 0 1 113 N33 max 0 7 1.803 3 0 7 0 7 0 7 0 7 114 min 0 1 0 1 0 1 0 1 0 1 0 1 115 N34 max 0 7 1.808 3 0 7 0 7 0 7 0 7 116 min 0 1 0 1 0 1 0 1 0 1 0 1 117 N35 max 0 7 1.813 3 0 7 0 7 0 7 0 7 118 min 0 1 0 1 0 1 0 1 0 1 0 1 119 N36 max 0 7 1.817 3 0 7 0 7 0 7 0 7 120 min 0 1 0 1 0 1 0 1 0 1 0 1 121 N37 max 0 7 1.819 3 0 7 0 7 0 7 0 7 122 min 0 1 0 1 0 1 0 1 0 1 0 1 123 N38 max 0 7 1.817 3 0 7 0 7 0 7 0 7 124 min 0 1 0 1 0 1 0 1 0 1 0 1 125 N39 max 0 7 1.813 3 0 7 0 7 0 7 0 7 126 min 0 1 0 1 0 1 0 1 0 1 0 1 127 N40 max 0 7 1.808 3 0 7 0 7 0 7 0 7 128 min 0 1 0 1 0 1 0 1 0 1 0 1 129 N41 max 0 7 1.803 3 0 7 0 7 0 7 0 7 130 min 0 1 0 1 0 1 0 1 0 1 0 1 131 N42 max 0 7 1.799 3 0 7 0 7 0 7 0 7 132 min 0 1 0 1 0 1 0 1 0 1 0 1 133 N43 max 0 7 1.798 3 0 7 0 7 0 7 0 7 134 min 0 1 0 1 0 1 0 1 0 1 0 1 135 N44 max 0 7 1.799 3 0 7 0 7 0 7 0 7 136 min 0 1 0 1 0 1 0 1 0 1 0 1 137 N45 max 0 7 1.803 3 0 7 0 7 0 7 0 7 138 min 0 1 0 1 0 1 0 1 0 1 0 1 139 N46 max 0 7 1.808 3 0 7 0 7 0 7 0 7 140 min 0 1 0 1 0 1 0 1 0 1 0 1 141 N47 max 0 7 1.813 3 0 7 0 7 0 7 0 7 142 min 0 1 0 1 0 1 0 1 0 1 0 1 143 N48 max 0 7 1.817 3 0 7 0 7 0 7 0 7 144 min 0 1 0 1 0 1 0 1 0 1 0 1 145 N49 max 0 7 43.651 5 0 7 0 7 0 7 0 7 146 min 0 1 0 1 0 1 0 1 0 1 0 1 147 N50 max 0 7 41.622 5 0 7 0 7 0 7 0 7 148 min 0 1 0 1 0 1 0 1 0 1 0 1 149 N51 max 0 7 35.326 5 0 7 0 7 0 7 0 7 150 min 0 1 0 1 0 1 0 1 0 1 0 1 151 N52 max 0 7 24.146 5 0 7 0 7 0 7 0 7
RISA-3D Version 17.0.0 Page 13 [R:\...\...\...\...\...\...\Water Tank\Water Tank Model-NRT 20210201.r3d]
Job Number : WA19.03690.003 Checked By:_____ Model Name : Water Tank
Envelope Joint Reactions (Continued)
Joint X [k] LC Y [k] LC Z [k] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC
152 min 0 1 0 1 0 1 0 1 0 1 0 1 153 N53 max 0 7 7.194 5 0 7 0 7 0 7 0 7 154 min 0 1 0 1 0 1 0 1 0 1 0 1 155 N54 max 0 7 5.1 3 0 7 0 7 0 7 0 7 156 min 0 1 0 1 0 1 0 1 0 1 0 1 157 N55 max 0 7 5.098 3 0 7 0 7 0 7 0 7 158 min 0 1 0 1 0 1 0 1 0 1 0 1 159 N56 max 0 7 5.1 3 0 7 0 7 0 7 0 7 160 min 0 1 0 1 0 1 0 1 0 1 0 1 161 N57 max 0 7 7.194 4 0 7 0 7 0 7 0 7 162 min 0 1 0 1 0 1 0 1 0 1 0 1 163 N58 max 0 7 24.146 4 0 7 0 7 0 7 0 7 164 min 0 1 0 1 0 1 0 1 0 1 0 1 165 N59 max 0 7 35.326 4 0 7 0 7 0 7 0 7 166 min 0 1 0 1 0 1 0 1 0 1 0 1 167 N60 max 0 7 41.622 4 0 7 0 7 0 7 0 7 168 min 0 1 0 1 0 1 0 1 0 1 0 1 169 N61 max 0 7 43.651 4 0 7 0 7 0 7 0 7 170 min 0 1 0 1 0 1 0 1 0 1 0 1 171 N62 max 0 7 41.622 4 0 7 0 7 0 7 0 7 172 min 0 1 0 1 0 1 0 1 0 1 0 1 173 N63 max 0 7 35.326 4 0 7 0 7 0 7 0 7 174 min 0 1 0 1 0 1 0 1 0 1 0 1 175 N64 max 0 7 24.146 4 0 7 0 7 0 7 0 7 176 min 0 1 0 1 0 1 0 1 0 1 0 1 177 N65 max 0 7 7.194 4 0 7 0 7 0 7 0 7 178 min 0 1 0 1 0 1 0 1 0 1 0 1 179 N66 max 0 7 5.1 3 0 7 0 7 0 7 0 7 180 min 0 1 0 1 0 1 0 1 0 1 0 1 181 N67 max 0 7 5.098 3 0 7 0 7 0 7 0 7 182 min 0 1 0 1 0 1 0 1 0 1 0 1 183 N68 max 0 7 5.1 3 0 7 0 7 0 7 0 7 184 min 0 1 0 1 0 1 0 1 0 1 0 1 185 N69 max 0 7 5.103 3 0 7 0 7 0 7 0 7 186 min 0 1 0 1 0 1 0 1 0 1 0 1 187 N70 max 0 7 5.107 3 0 7 0 7 0 7 0 7 188 min 0 1 0 1 0 1 0 1 0 1 0 1 189 N71 max 0 7 5.111 3 0 7 0 7 0 7 0 7 190 min 0 1 0 1 0 1 0 1 0 1 0 1 191 N72 max 0 7 5.114 3 0 7 0 7 0 7 0 7 192 min 0 1 0 1 0 1 0 1 0 1 0 1 193 N73 max 0 7 5.114 3 0 7 0 7 0 7 0 7 194 min 0 1 0 1 0 1 0 1 0 1 0 1 195 N74 max 0 7 5.114 3 0 7 0 7 0 7 0 7 196 min 0 1 0 1 0 1 0 1 0 1 0 1 197 N75 max 0 7 5.111 3 0 7 0 7 0 7 0 7 198 min 0 1 0 1 0 1 0 1 0 1 0 1 199 N76 max 0 7 5.107 3 0 7 0 7 0 7 0 7 200 min 0 1 0 1 0 1 0 1 0 1 0 1 201 N77 max 0 7 5.103 3 0 7 0 7 0 7 0 7 202 min 0 1 0 1 0 1 0 1 0 1 0 1 203 N78 max 0 7 5.1 3 0 7 0 7 0 7 0 7 204 min 0 1 0 1 0 1 0 1 0 1 0 1 205 N79 max 0 7 5.098 3 0 7 0 7 0 7 0 7 206 min 0 1 0 1 0 1 0 1 0 1 0 1 207 N80 max 0 7 5.1 3 0 7 0 7 0 7 0 7 208 min 0 1 0 1 0 1 0 1 0 1 0 1
RISA-3D Version 17.0.0 Page 14 [R:\...\...\...\...\...\...\Water Tank\Water Tank Model-NRT 20210201.r3d]
Job Number : WA19.03690.003 Checked By:_____ Model Name : Water Tank
Envelope Joint Reactions (Continued)
Joint X [k] LC Y [k] LC Z [k] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC
209 N81 max 0 7 5.103 3 0 7 0 7 0 7 0 7 210 min 0 1 0 1 0 1 0 1 0 1 0 1 211 N82 max 0 7 5.107 3 0 7 0 7 0 7 0 7 212 min 0 1 0 1 0 1 0 1 0 1 0 1 213 N83 max 0 7 5.111 3 0 7 0 7 0 7 0 7 214 min 0 1 0 1 0 1 0 1 0 1 0 1 215 N84 max 0 7 5.114 3 0 7 0 7 0 7 0 7 216 min 0 1 0 1 0 1 0 1 0 1 0 1 217 N85 max 0 7 5.114 3 0 7 0 7 0 7 0 7 218 min 0 1 0 1 0 1 0 1 0 1 0 1 219 N86 max 0 7 5.114 3 0 7 0 7 0 7 0 7 220 min 0 1 0 1 0 1 0 1 0 1 0 1 221 N87 max 0 7 5.111 3 0 7 0 7 0 7 0 7 222 min 0 1 0 1 0 1 0 1 0 1 0 1 223 N88 max 0 7 5.107 3 0 7 0 7 0 7 0 7 224 min 0 1 0 1 0 1 0 1 0 1 0 1 225 N89 max 0 7 5.103 3 0 7 0 7 0 7 0 7 226 min 0 1 0 1 0 1 0 1 0 1 0 1 227 N90 max 0 7 5.1 3 0 7 0 7 0 7 0 7 228 min 0 1 0 1 0 1 0 1 0 1 0 1 229 N91 max 0 7 5.098 3 0 7 0 7 0 7 0 7 230 min 0 1 0 1 0 1 0 1 0 1 0 1 231 N92 max 0 7 5.1 3 0 7 0 7 0 7 0 7 232 min 0 1 0 1 0 1 0 1 0 1 0 1 233 N93 max 0 7 7.194 5 0 7 0 7 0 7 0 7 234 min 0 1 0 1 0 1 0 1 0 1 0 1 235 N94 max 0 7 24.146 5 0 7 0 7 0 7 0 7 236 min 0 1 0 1 0 1 0 1 0 1 0 1 237 N95 max 0 7 35.326 5 0 7 0 7 0 7 0 7 238 min 0 1 0 1 0 1 0 1 0 1 0 1 239 N96 max 0 7 41.622 5 0 7 0 7 0 7 0 7 240 min 0 1 0 1 0 1 0 1 0 1 0 1 241 N97 max 0 7 21.659 5 0 7 0 7 0 7 0 7 242 min 0 1 0 1 0 1 0 1 0 1 0 1 243 N98 max 0 7 21.043 5 0 7 0 7 0 7 0 7 244 min 0 1 0 1 0 1 0 1 0 1 0 1 245 N99 max 0 7 18.911 5 0 7 0 7 0 7 0 7 246 min 0 1 0 1 0 1 0 1 0 1 0 1 247 N100 max 0 7 14.455 5 0 7 0 7 0 7 0 7 248 min 0 1 0 1 0 1 0 1 0 1 0 1 249 N101 max 0 7 8.569 3 0 7 0 7 0 7 0 7 250 min 0 1 0 1 0 1 0 1 0 1 0 1 251 N102 max 0 7 8.57 3 0 7 0 7 0 7 0 7 252 min 0 1 0 1 0 1 0 1 0 1 0 1 253 N103 max 0 7 8.57 3 0 7 0 7 0 7 0 7 254 min 0 1 0 1 0 1 0 1 0 1 0 1 255 N104 max 0 7 8.57 3 0 7 0 7 0 7 0 7 256 min 0 1 0 1 0 1 0 1 0 1 0 1 257 N105 max 0 7 8.569 3 0 7 0 7 0 7 0 7 258 min 0 1 0 1 0 1 0 1 0 1 0 1 259 N106 max 0 7 14.455 4 0 7 0 7 0 7 0 7 260 min 0 1 0 1 0 1 0 1 0 1 0 1 261 N107 max 0 7 18.911 4 0 7 0 7 0 7 0 7 262 min 0 1 0 1 0 1 0 1 0 1 0 1 263 N108 max 0 7 21.043 4 0 7 0 7 0 7 0 7 264 min 0 1 0 1 0 1 0 1 0 1 0 1 265 N109 max 0 7 21.659 4 0 7 0 7 0 7 0 7
RISA-3D Version 17.0.0 Page 15 [R:\...\...\...\...\...\...\Water Tank\Water Tank Model-NRT 20210201.r3d]
Job Number : WA19.03690.003 Checked By:_____ Model Name : Water Tank
Envelope Joint Reactions (Continued)
Joint X [k] LC Y [k] LC Z [k] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC
266 min 0 1 0 1 0 1 0 1 0 1 0 1 267 N110 max 0 7 21.043 4 0 7 0 7 0 7 0 7 268 min 0 1 0 1 0 1 0 1 0 1 0 1 269 N111 max 0 7 18.911 4 0 7 0 7 0 7 0 7 270 min 0 1 0 1 0 1 0 1 0 1 0 1 271 N112 max 0 7 14.455 4 0 7 0 7 0 7 0 7 272 min 0 1 0 1 0 1 0 1 0 1 0 1 273 N113 max 0 7 8.569 3 0 7 0 7 0 7 0 7 274 min 0 1 0 1 0 1 0 1 0 1 0 1 275 N114 max 0 7 8.57 3 0 7 0 7 0 7 0 7 276 min 0 1 0 1 0 1 0 1 0 1 0 1 277 N115 max 0 7 8.57 3 0 7 0 7 0 7 0 7 278 min 0 1 0 1 0 1 0 1 0 1 0 1 279 N116 max 0 7 8.57 3 0 7 0 7 0 7 0 7 280 min 0 1 0 1 0 1 0 1 0 1 0 1 281 N117 max 0 7 8.569 3 0 7 0 7 0 7 0 7 282 min 0 1 0 1 0 1 0 1 0 1 0 1 283 N118 max 0 7 8.568 3 0 7 0 7 0 7 0 7 284 min 0 1 0 1 0 1 0 1 0 1 0 1 285 N119 max 0 7 8.568 3 0 7 0 7 0 7 0 7 286 min 0 1 0 1 0 1 0 1 0 1 0 1 287 N120 max 0 7 8.569 3 0 7 0 7 0 7 0 7 288 min 0 1 0 1 0 1 0 1 0 1 0 1 289 N121 max 0 7 8.569 3 0 7 0 7 0 7 0 7 290 min 0 1 0 1 0 1 0 1 0 1 0 1 291 N122 max 0 7 8.569 3 0 7 0 7 0 7 0 7 292 min 0 1 0 1 0 1 0 1 0 1 0 1 293 N123 max 0 7 8.568 3 0 7 0 7 0 7 0 7 294 min 0 1 0 1 0 1 0 1 0 1 0 1 295 N124 max 0 7 8.568 3 0 7 0 7 0 7 0 7 296 min 0 1 0 1 0 1 0 1 0 1 0 1 297 N125 max 0 7 8.569 3 0 7 0 7 0 7 0 7 298 min 0 1 0 1 0 1 0 1 0 1 0 1 299 N126 max 0 7 8.57 3 0 7 0 7 0 7 0 7 300 min 0 1 0 1 0 1 0 1 0 1 0 1 301 N127 max 0 7 8.57 3 0 7 0 7 0 7 0 7 302 min 0 1 0 1 0 1 0 1 0 1 0 1 303 N128 max 0 7 8.57 3 0 7 0 7 0 7 0 7 304 min 0 1 0 1 0 1 0 1 0 1 0 1 305 N129 max 0 7 8.569 3 0 7 0 7 0 7 0 7 306 min 0 1 0 1 0 1 0 1 0 1 0 1 307 N130 max 0 7 8.568 3 0 7 0 7 0 7 0 7 308 min 0 1 0 1 0 1 0 1 0 1 0 1 309 N131 max 0 7 8.568 3 0 7 0 7 0 7 0 7 310 min 0 1 0 1 0 1 0 1 0 1 0 1 311 N132 max 0 7 8.569 3 0 7 0 7 0 7 0 7 312 min 0 1 0 1 0 1 0 1 0 1 0 1 313 N133 max 0 7 8.569 3 0 7 0 7 0 7 0 7 314 min 0 1 0 1 0 1 0 1 0 1 0 1 315 N134 max 0 7 8.569 3 0 7 0 7 0 7 0 7 316 min 0 1 0 1 0 1 0 1 0 1 0 1 317 N135 max 0 7 8.568 3 0 7 0 7 0 7 0 7 318 min 0 1 0 1 0 1 0 1 0 1 0 1 319 N136 max 0 7 8.568 3 0 7 0 7 0 7 0 7 320 min 0 1 0 1 0 1 0 1 0 1 0 1 321 N137 max 0 7 8.569 3 0 7 0 7 0 7 0 7 322 min 0 1 0 1 0 1 0 1 0 1 0 1
RISA-3D Version 17.0.0 Page 16 [R:\...\...\...\...\...\...\Water Tank\Water Tank Model-NRT 20210201.r3d]
Job Number : WA19.03690.003 Checked By:_____ Model Name : Water Tank
Envelope Joint Reactions (Continued)
Joint X [k] LC Y [k] LC Z [k] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC
323 N138 max 0 7 8.57 3 0 7 0 7 0 7 0 7 324 min 0 1 0 1 0 1 0 1 0 1 0 1 325 N139 max 0 7 8.57 3 0 7 0 7 0 7 0 7 326 min 0 1 0 1 0 1 0 1 0 1 0 1 327 N140 max 0 7 8.57 3 0 7 0 7 0 7 0 7 328 min 0 1 0 1 0 1 0 1 0 1 0 1 329 N141 max 0 7 8.569 3 0 7 0 7 0 7 0 7 330 min 0 1 0 1 0 1 0 1 0 1 0 1 331 N142 max 0 7 14.455 5 0 7 0 7 0 7 0 7 332 min 0 1 0 1 0 1 0 1 0 1 0 1 333 N143 max 0 7 18.911 5 0 7 0 7 0 7 0 7 334 min 0 1 0 1 0 1 0 1 0 1 0 1 335 N144 max 0 7 21.043 5 0 7 0 7 0 7 0 7 336 min 0 1 0 1 0 1 0 1 0 1 0 1 337 N145 max 0 7 11.164 3 0 7 0 7 0 7 0 7 338 min 0 1 0 1 0 1 0 1 0 1 0 1 339 N146 max 0 7 11.164 3 0 7 0 7 0 7 0 7 340 min 0 1 0 1 0 1 0 1 0 1 0 1 341 N147 max 0 7 11.164 3 0 7 0 7 0 7 0 7 342 min 0 1 0 1 0 1 0 1 0 1 0 1 343 N148 max 0 7 11.165 3 0 7 0 7 0 7 0 7 344 min 0 1 0 1 0 1 0 1 0 1 0 1 345 N149 max 0 7 11.165 3 0 7 0 7 0 7 0 7 346 min 0 1 0 1 0 1 0 1 0 1 0 1 347 N150 max 0 7 11.164 3 0 7 0 7 0 7 0 7 348 min 0 1 0 1 0 1 0 1 0 1 0 1 349 N151 max 0 7 11.164 3 0 7 0 7 0 7 0 7 350 min 0 1 0 1 0 1 0 1 0 1 0 1 351 N152 max 0 7 11.164 3 0 7 0 7 0 7 0 7 352 min 0 1 0 1 0 1 0 1 0 1 0 1 353 N153 max 0 7 11.165 3 0 7 0 7 0 7 0 7 354 min 0 1 0 1 0 1 0 1 0 1 0 1 355 N154 max 0 7 11.165 3 0 7 0 7 0 7 0 7 356 min 0 1 0 1 0 1 0 1 0 1 0 1 357 N155 max 0 7 11.164 3 0 7 0 7 0 7 0 7 358 min 0 1 0 1 0 1 0 1 0 1 0 1 359 N156 max 0 7 11.164 3 0 7 0 7 0 7 0 7 360 min 0 1 0 1 0 1 0 1 0 1 0 1 361 N157 max 0 7 11.164 3 0 7 0 7 0 7 0 7 362 min 0 1 0 1 0 1 0 1 0 1 0 1 363 N158 max 0 7 11.164 3 0 7 0 7 0 7 0 7 364 min 0 1 0 1 0 1 0 1 0 1 0 1 365 N159 max 0 7 11.164 3 0 7 0 7 0 7 0 7 366 min 0 1 0 1 0 1 0 1 0 1 0 1 367 N160 max 0 7 11.165 3 0 7 0 7 0 7 0 7 368 min 0 1 0 1 0 1 0 1 0 1 0 1 369 N161 max 0 7 11.165 3 0 7 0 7 0 7 0 7 370 min 0 1 0 1 0 1 0 1 0 1 0 1 371 N162 max 0 7 11.164 3 0 7 0 7 0 7 0 7 372 min 0 1 0 1 0 1 0 1 0 1 0 1 373 N163 max 0 7 11.164 3 0 7 0 7 0 7 0 7 374 min 0 1 0 1 0 1 0 1 0 1 0 1 375 N164 max 0 7 11.164 3 0 7 0 7 0 7 0 7 376 min 0 1 0 1 0 1 0 1 0 1 0 1 377 N165 max 0 7 11.165 3 0 7 0 7 0 7 0 7 378 min 0 1 0 1 0 1 0 1 0 1 0 1 379 N166 max 0 7 11.165 3 0 7 0 7 0 7 0 7
RISA-3D Version 17.0.0 Page 17 [R:\...\...\...\...\...\...\Water Tank\Water Tank Model-NRT 20210201.r3d]
Job Number : WA19.03690.003 Checked By:_____ Model Name : Water Tank
Envelope Joint Reactions (Continued)
Joint X [k] LC Y [k] LC Z [k] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC
380 min 0 1 0 1 0 1 0 1 0 1 0 1 381 N167 max 0 7 11.164 3 0 7 0 7 0 7 0 7 382 min 0 1 0 1 0 1 0 1 0 1 0 1 383 N168 max 0 7 11.164 3 0 7 0 7 0 7 0 7 384 min 0 1 0 1 0 1 0 1 0 1 0 1 385 N169 max 0 7 11.164 3 0 7 0 7 0 7 0 7 386 min 0 1 0 1 0 1 0 1 0 1 0 1 387 N170 max 0 7 11.164 3 0 7 0 7 0 7 0 7 388 min 0 1 0 1 0 1 0 1 0 1 0 1 389 N171 max 0 7 11.164 3 0 7 0 7 0 7 0 7 390 min 0 1 0 1 0 1 0 1 0 1 0 1 391 N172 max 0 7 11.165 3 0 7 0 7 0 7 0 7 392 min 0 1 0 1 0 1 0 1 0 1 0 1 393 N173 max 0 7 11.165 3 0 7 0 7 0 7 0 7 394 min 0 1 0 1 0 1 0 1 0 1 0 1 395 N174 max 0 7 11.164 3 0 7 0 7 0 7 0 7 396 min 0 1 0 1 0 1 0 1 0 1 0 1 397 N175 max 0 7 11.164 3 0 7 0 7 0 7 0 7 398 min 0 1 0 1 0 1 0 1 0 1 0 1 399 N176 max 0 7 11.164 3 0 7 0 7 0 7 0 7 400 min 0 1 0 1 0 1 0 1 0 1 0 1 401 N177 max 0 7 11.165 3 0 7 0 7 0 7 0 7 402 min 0 1 0 1 0 1 0 1 0 1 0 1 403 N178 max 0 7 11.165 3 0 7 0 7 0 7 0 7 404 min 0 1 0 1 0 1 0 1 0 1 0 1 405 N179 max 0 7 11.164 3 0 7 0 7 0 7 0 7 406 min 0 1 0 1 0 1 0 1 0 1 0 1 407 N180 max 0 7 11.164 3 0 7 0 7 0 7 0 7 408 min 0 1 0 1 0 1 0 1 0 1 0 1 409 N181 max 0 7 11.164 3 0 7 0 7 0 7 0 7 410 min 0 1 0 1 0 1 0 1 0 1 0 1 411 N182 max 0 7 11.164 3 0 7 0 7 0 7 0 7 412 min 0 1 0 1 0 1 0 1 0 1 0 1 413 N183 max 0 7 11.164 3 0 7 0 7 0 7 0 7 414 min 0 1 0 1 0 1 0 1 0 1 0 1 415 N184 max 0 7 11.165 3 0 7 0 7 0 7 0 7 416 min 0 1 0 1 0 1 0 1 0 1 0 1 417 N185 max 0 7 11.165 3 0 7 0 7 0 7 0 7 418 min 0 1 0 1 0 1 0 1 0 1 0 1 419 N186 max 0 7 11.164 3 0 7 0 7 0 7 0 7 420 min 0 1 0 1 0 1 0 1 0 1 0 1 421 N187 max 0 7 11.164 3 0 7 0 7 0 7 0 7 422 min 0 1 0 1 0 1 0 1 0 1 0 1 423 N188 max 0 7 11.164 3 0 7 0 7 0 7 0 7 424 min 0 1 0 1 0 1 0 1 0 1 0 1 425 N189 max 0 7 11.165 3 0 7 0 7 0 7 0 7 426 min 0 1 0 1 0 1 0 1 0 1 0 1 427 N190 max 0 7 11.165 3 0 7 0 7 0 7 0 7 428 min 0 1 0 1 0 1 0 1 0 1 0 1 429 N191 max 0 7 11.164 3 0 7 0 7 0 7 0 7 430 min 0 1 0 1 0 1 0 1 0 1 0 1 431 N192 max 0 7 11.164 3 0 7 0 7 0 7 0 7 432 min 0 1 0 1 0 1 0 1 0 1 0 1 433 N193 max 0 7 10.345 3 0 7 0 7 0 7 0 7 434 min 0 1 0 1 0 1 0 1 0 1 0 1 435 N194 max 0 7 10.345 3 0 7 0 7 0 7 0 7 436 min 0 1 0 1 0 1 0 1 0 1 0 1
RISA-3D Version 17.0.0 Page 18 [R:\...\...\...\...\...\...\Water Tank\Water Tank Model-NRT 20210201.r3d]
Job Number : WA19.03690.003 Checked By:_____ Model Name : Water Tank
Envelope Joint Reactions (Continued)
Joint X [k] LC Y [k] LC Z [k] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC
437 N195 max 0 7 10.345 3 0 7 0 7 0 7 0 7 438 min 0 1 0 1 0 1 0 1 0 1 0 1 439 N196 max 0 7 10.345 3 0 7 0 7 0 7 0 7 440 min 0 1 0 1 0 1 0 1 0 1 0 1 441 N197 max 0 7 10.345 3 0 7 0 7 0 7 0 7 442 min 0 1 0 1 0 1 0 1 0 1 0 1 443 N198 max 0 7 10.345 3 0 7 0 7 0 7 0 7 444 min 0 1 0 1 0 1 0 1 0 1 0 1 445 N199 max 0 7 10.345 3 0 7 0 7 0 7 0 7 446 min 0 1 0 1 0 1 0 1 0 1 0 1 447 N200 max 0 7 10.345 3 0 7 0 7 0 7 0 7 448 min 0 1 0 1 0 1 0 1 0 1 0 1 449 N201 max 0 7 10.345 3 0 7 0 7 0 7 0 7 450 min 0 1 0 1 0 1 0 1 0 1 0 1 451 N202 max 0 7 10.345 3 0 7 0 7 0 7 0 7 452 min 0 1 0 1 0 1 0 1 0 1 0 1 453 N203 max 0 7 10.345 3 0 7 0 7 0 7 0 7 454 min 0 1 0 1 0 1 0 1 0 1 0 1 455 N204 max 0 7 10.345 3 0 7 0 7 0 7 0 7 456 min 0 1 0 1 0 1 0 1 0 1 0 1 457 N205 max 0 7 10.345 3 0 7 0 7 0 7 0 7 458 min 0 1 0 1 0 1 0 1 0 1 0 1 459 N206 max 0 7 10.345 3 0 7 0 7 0 7 0 7 460 min 0 1 0 1 0 1 0 1 0 1 0 1 461 N207 max 0 7 10.345 3 0 7 0 7 0 7 0 7 462 min 0 1 0 1 0 1 0 1 0 1 0 1 463 N208 max 0 7 10.345 3 0 7 0 7 0 7 0 7 464 min 0 1 0 1 0 1 0 1 0 1 0 1 465 N209 max 0 7 10.345 3 0 7 0 7 0 7 0 7 466 min 0 1 0 1 0 1 0 1 0 1 0 1 467 N210 max 0 7 10.345 3 0 7 0 7 0 7 0 7 468 min 0 1 0 1 0 1 0 1 0 1 0 1 469 N211 max 0 7 10.345 3 0 7 0 7 0 7 0 7 470 min 0 1 0 1 0 1 0 1 0 1 0 1 471 N212 max 0 7 10.345 3 0 7 0 7 0 7 0 7 472 min 0 1 0 1 0 1 0 1 0 1 0 1 473 N213 max 0 7 10.345 3 0 7 0 7 0 7 0 7 474 min 0 1 0 1 0 1 0 1 0 1 0 1 475 N214 max 0 7 10.345 3 0 7 0 7 0 7 0 7 476 min 0 1 0 1 0 1 0 1 0 1 0 1 477 N215 max 0 7 10.345 3 0 7 0 7 0 7 0 7 478 min 0 1 0 1 0 1 0 1 0 1 0 1 479 N216 max 0 7 10.345 3 0 7 0 7 0 7 0 7 480 min 0 1 0 1 0 1 0 1 0 1 0 1 481 N217 max 0 7 10.345 3 0 7 0 7 0 7 0 7 482 min 0 1 0 1 0 1 0 1 0 1 0 1 483 N218 max 0 7 10.345 3 0 7 0 7 0 7 0 7 484 min 0 1 0 1 0 1 0 1 0 1 0 1 485 N219 max 0 7 10.345 3 0 7 0 7 0 7 0 7 486 min 0 1 0 1 0 1 0 1 0 1 0 1 487 N220 max 0 7 10.345 3 0 7 0 7 0 7 0 7 488 min 0 1 0 1 0 1 0 1 0 1 0 1 489 N221 max 0 7 10.345 3 0 7 0 7 0 7 0 7 490 min 0 1 0 1 0 1 0 1 0 1 0 1 491 N222 max 0 7 10.345 3 0 7 0 7 0 7 0 7 492 min 0 1 0 1 0 1 0 1 0 1 0 1 493 N223 max 0 7 10.345 3 0 7 0 7 0 7 0 7
RISA-3D Version 17.0.0 Page 19 [R:\...\...\...\...\...\...\Water Tank\Water Tank Model-NRT 20210201.r3d]
Job Number : WA19.03690.003 Checked By:_____ Model Name : Water Tank
Envelope Joint Reactions (Continued)
Joint X [k] LC Y [k] LC Z [k] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC
494 min 0 1 0 1 0 1 0 1 0 1 0 1 495 N224 max 0 7 10.345 3 0 7 0 7 0 7 0 7 496 min 0 1 0 1 0 1 0 1 0 1 0 1 497 N225 max 0 7 10.345 3 0 7 0 7 0 7 0 7 498 min 0 1 0 1 0 1 0 1 0 1 0 1 499 N226 max 0 7 10.345 3 0 7 0 7 0 7 0 7 500 min 0 1 0 1 0 1 0 1 0 1 0 1 501 N227 max 0 7 10.345 3 0 7 0 7 0 7 0 7 502 min 0 1 0 1 0 1 0 1 0 1 0 1 503 N228 max 0 7 10.345 3 0 7 0 7 0 7 0 7 504 min 0 1 0 1 0 1 0 1 0 1 0 1 505 N229 max 0 7 10.345 3 0 7 0 7 0 7 0 7 506 min 0 1 0 1 0 1 0 1 0 1 0 1 507 N230 max 0 7 10.345 3 0 7 0 7 0 7 0 7 508 min 0 1 0 1 0 1 0 1 0 1 0 1 509 N231 max 0 7 10.345 3 0 7 0 7 0 7 0 7 510 min 0 1 0 1 0 1 0 1 0 1 0 1 511 N232 max 0 7 10.345 3 0 7 0 7 0 7 0 7 512 min 0 1 0 1 0 1 0 1 0 1 0 1 513 N233 max 0 7 10.345 3 0 7 0 7 0 7 0 7 514 min 0 1 0 1 0 1 0 1 0 1 0 1 515 N234 max 0 7 10.345 3 0 7 0 7 0 7 0 7 516 min 0 1 0 1 0 1 0 1 0 1 0 1 517 N235 max 0 7 10.345 3 0 7 0 7 0 7 0 7 518 min 0 1 0 1 0 1 0 1 0 1 0 1 519 N236 max 0 7 10.345 3 0 7 0 7 0 7 0 7 520 min 0 1 0 1 0 1 0 1 0 1 0 1 521 N237 max 0 7 10.345 3 0 7 0 7 0 7 0 7 522 min 0 1 0 1 0 1 0 1 0 1 0 1 523 N238 max 0 7 10.345 3 0 7 0 7 0 7 0 7 524 min 0 1 0 1 0 1 0 1 0 1 0 1 525 N239 max 0 7 10.345 3 0 7 0 7 0 7 0 7 526 min 0 1 0 1 0 1 0 1 0 1 0 1 527 N240 max 0 7 10.345 3 0 7 0 7 0 7 0 7 528 min 0 1 0 1 0 1 0 1 0 1 0 1 529 N241 max 0 7 4.33 3 0 7 0 7 0 7 0 7 530 min 0 1 0 1 0 1 0 1 0 1 0 1 531 N242 max 0 7 4.33 3 0 7 0 7 0 7 0 7 532 min 0 1 0 1 0 1 0 1 0 1 0 1 533 N243 max 0 7 4.33 3 0 7 0 7 0 7 0 7 534 min 0 1 0 1 0 1 0 1 0 1 0 1 535 N244 max 0 7 4.33 3 0 7 0 7 0 7 0 7 536 min 0 1 0 1 0 1 0 1 0 1 0 1 537 N245 max 0 7 4.33 3 0 7 0 7 0 7 0 7 538 min 0 1 0 1 0 1 0 1 0 1 0 1 539 N246 max 0 7 4.33 3 0 7 0 7 0 7 0 7 540 min 0 1 0 1 0 1 0 1 0 1 0 1 541 N247 max 0 7 4.33 3 0 7 0 7 0 7 0 7 542 min 0 1 0 1 0 1 0 1 0 1 0 1 543 N248 max 0 7 4.33 3 0 7 0 7 0 7 0 7 544 min 0 1 0 1 0 1 0 1 0 1 0 1 545 N249 max 0 7 4.33 3 0 7 0 7 0 7 0 7 546 min 0 1 0 1 0 1 0 1 0 1 0 1 547 N250 max 0 7 4.33 3 0 7 0 7 0 7 0 7 548 min 0 1 0 1 0 1 0 1 0 1 0 1 549 N251 max 0 7 4.33 3 0 7 0 7 0 7 0 7 550 min 0 1 0 1 0 1 0 1 0 1 0 1
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Job Number : WA19.03690.003 Checked By:_____ Model Name : Water Tank
Envelope Joint Reactions (Continued)
Joint X [k] LC Y [k] LC Z [k] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC
551 N252 max 0 7 4.33 3 0 7 0 7 0 7 0 7 552 min 0 1 0 1 0 1 0 1 0 1 0 1 553 N253 max 0 7 4.33 3 0 7 0 7 0 7 0 7 554 min 0 1 0 1 0 1 0 1 0 1 0 1 555 N254 max 0 7 4.33 3 0 7 0 7 0 7 0 7 556 min 0 1 0 1 0 1 0 1 0 1 0 1 557 N255 max 0 7 4.33 3 0 7 0 7 0 7 0 7 558 min 0 1 0 1 0 1 0 1 0 1 0 1 559 N256 max 0 7 4.33 3 0 7 0 7 0 7 0 7 560 min 0 1 0 1 0 1 0 1 0 1 0 1 561 N257 max 0 7 4.33 3 0 7 0 7 0 7 0 7 562 min 0 1 0 1 0 1 0 1 0 1 0 1 563 N258 max 0 7 4.33 3 0 7 0 7 0 7 0 7 564 min 0 1 0 1 0 1 0 1 0 1 0 1 565 N259 max 0 7 4.33 3 0 7 0 7 0 7 0 7 566 min 0 1 0 1 0 1 0 1 0 1 0 1 567 N260 max 0 7 4.33 3 0 7 0 7 0 7 0 7 568 min 0 1 0 1 0 1 0 1 0 1 0 1 569 N261 max 0 7 4.33 3 0 7 0 7 0 7 0 7 570 min 0 1 0 1 0 1 0 1 0 1 0 1 571 N262 max 0 7 4.33 3 0 7 0 7 0 7 0 7 572 min 0 1 0 1 0 1 0 1 0 1 0 1 573 N263 max 0 7 4.33 3 0 7 0 7 0 7 0 7 574 min 0 1 0 1 0 1 0 1 0 1 0 1 575 N264 max 0 7 4.33 3 0 7 0 7 0 7 0 7 576 min 0 1 0 1 0 1 0 1 0 1 0 1 577 N265 max 0 7 4.33 3 0 7 0 7 0 7 0 7 578 min 0 1 0 1 0 1 0 1 0 1 0 1 579 N266 max 0 7 4.33 3 0 7 0 7 0 7 0 7 580 min 0 1 0 1 0 1 0 1 0 1 0 1 581 N267 max 0 7 4.33 3 0 7 0 7 0 7 0 7 582 min 0 1 0 1 0 1 0 1 0 1 0 1 583 N268 max 0 7 4.33 3 0 7 0 7 0 7 0 7 584 min 0 1 0 1 0 1 0 1 0 1 0 1 585 N269 max 0 7 4.33 3 0 7 0 7 0 7 0 7 586 min 0 1 0 1 0 1 0 1 0 1 0 1 587 N270 max 0 7 4.33 3 0 7 0 7 0 7 0 7 588 min 0 1 0 1 0 1 0 1 0 1 0 1 589 N271 max 0 7 4.33 3 0 7 0 7 0 7 0 7 590 min 0 1 0 1 0 1 0 1 0 1 0 1 591 N272 max 0 7 4.33 3 0 7 0 7 0 7 0 7 592 min 0 1 0 1 0 1 0 1 0 1 0 1 593 N273 max 0 7 4.33 3 0 7 0 7 0 7 0 7 594 min 0 1 0 1 0 1 0 1 0 1 0 1 595 N274 max 0 7 4.33 3 0 7 0 7 0 7 0 7 596 min 0 1 0 1 0 1 0 1 0 1 0 1 597 N275 max 0 7 4.33 3 0 7 0 7 0 7 0 7 598 min 0 1 0 1 0 1 0 1 0 1 0 1 599 N276 max 0 7 4.33 3 0 7 0 7 0 7 0 7 600 min 0 1 0 1 0 1 0 1 0 1 0 1 601 N277 max 0 7 4.33 3 0 7 0 7 0 7 0 7 602 min 0 1 0 1 0 1 0 1 0 1 0 1 603 N278 max 0 7 4.33 3 0 7 0 7 0 7 0 7 604 min 0 1 0 1 0 1 0 1 0 1 0 1 605 N279 max 0 7 4.33 3 0 7 0 7 0 7 0 7 606 min 0 1 0 1 0 1 0 1 0 1 0 1 607 N280 max 0 7 4.33 3 0 7 0 7 0 7 0 7
RISA-3D Version 17.0.0 Page 21 [R:\...\...\...\...\...\...\Water Tank\Water Tank Model-NRT 20210201.r3d]
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Envelope Joint Reactions (Continued)
Joint X [k] LC Y [k] LC Z [k] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC
608 min 0 1 0 1 0 1 0 1 0 1 0 1 609 N281 max 0 7 4.33 3 0 7 0 7 0 7 0 7 610 min 0 1 0 1 0 1 0 1 0 1 0 1 611 N282 max 0 7 4.33 3 0 7 0 7 0 7 0 7 612 min 0 1 0 1 0 1 0 1 0 1 0 1 613 N283 max 0 7 4.33 3 0 7 0 7 0 7 0 7 614 min 0 1 0 1 0 1 0 1 0 1 0 1 615 N284 max 0 7 4.33 3 0 7 0 7 0 7 0 7 616 min 0 1 0 1 0 1 0 1 0 1 0 1 617 N285 max 0 7 4.33 3 0 7 0 7 0 7 0 7 618 min 0 1 0 1 0 1 0 1 0 1 0 1 619 N286 max 0 7 4.33 3 0 7 0 7 0 7 0 7 620 min 0 1 0 1 0 1 0 1 0 1 0 1 621 N287 max 0 7 4.33 3 0 7 0 7 0 7 0 7 622 min 0 1 0 1 0 1 0 1 0 1 0 1 623 N288 max 0 7 4.33 3 0 7 0 7 0 7 0 7 624 min 0 1 0 1 0 1 0 1 0 1 0 1 625 N290 max 0 7 0 3 0 7 0 7 0 7 0 7 626 min 0 1 0 4 0 1 0 1 0 1 0 1 627 N292 max 0 7 0 3 0 7 0 7 0 7 0 7 628 min 0 1 0 4 0 1 0 1 0 1 0 1 629 N294 max 0 7 0 3 0 7 0 7 0 7 0 7 630 min 0 1 0 4 0 1 0 1 0 1 0 1 631 N296 max 0 7 0 3 0 7 0 7 0 7 0 7 632 min 0 1 0 4 0 1 0 1 0 1 0 1 633 N298 max 0 7 0 3 0 7 0 7 0 7 0 7 634 min 0 1 0 4 0 1 0 1 0 1 0 1 635 N300 max 0 7 0 3 0 7 0 7 0 7 0 7 636 min 0 1 0 4 0 1 0 1 0 1 0 1 637 N302 max 0 7 0 3 0 7 0 7 0 7 0 7 638 min 0 1 0 4 0 1 0 1 0 1 0 1 639 N304 max 0 7 0 3 0 7 0 7 0 7 0 7 640 min 0 1 0 4 0 1 0 1 0 1 0 1 641 N306 max 0 7 0 3 0 7 0 7 0 7 0 7 642 min 0 1 0 4 0 1 0 1 0 1 0 1 643 N308 max 0 7 0 3 0 7 0 7 0 7 0 7 644 min 0 1 0 4 0 1 0 1 0 1 0 1 645 N310 max 0 7 0 3 0 7 0 7 0 7 0 7 646 min 0 1 0 4 0 1 0 1 0 1 0 1 647 N312 max 0 7 0 3 0 7 0 7 0 7 0 7 648 min 0 1 0 4 0 1 0 1 0 1 0 1 649 N314 max 0 7 0 3 0 7 0 7 0 7 0 7 650 min 0 1 0 4 0 1 0 1 0 1 0 1 651 N316 max 0 7 0 3 0 7 0 7 0 7 0 7 652 min 0 1 0 4 0 1 0 1 0 1 0 1 653 N318 max 0 7 0 3 0 7 0 7 0 7 0 7 654 min 0 1 0 4 0 1 0 1 0 1 0 1 655 N320 max 0 7 0 3 0 7 0 7 0 7 0 7 656 min 0 1 0 4 0 1 0 1 0 1 0 1 657 N322 max 0 7 0 3 0 7 0 7 0 7 0 7 658 min 0 1 0 4 0 1 0 1 0 1 0 1 659 N324 max 0 7 0 3 0 7 0 7 0 7 0 7 660 min 0 1 0 4 0 1 0 1 0 1 0 1 661 N326 max 0 7 0 3 0 7 0 7 0 7 0 7 662 min 0 1 0 4 0 1 0 1 0 1 0 1 663 N328 max 0 7 0 3 0 7 0 7 0 7 0 7 664 min 0 1 0 4 0 1 0 1 0 1 0 1
RISA-3D Version 17.0.0 Page 22 [R:\...\...\...\...\...\...\Water Tank\Water Tank Model-NRT 20210201.r3d]
Job Number : WA19.03690.003 Checked By:_____ Model Name : Water Tank
Envelope Joint Reactions (Continued)
Joint X [k] LC Y [k] LC Z [k] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC
665 N330 max 0 7 0 3 0 7 0 7 0 7 0 7 666 min 0 1 0 4 0 1 0 1 0 1 0 1 667 N332 max 0 7 0 3 0 7 0 7 0 7 0 7 668 min 0 1 0 4 0 1 0 1 0 1 0 1 669 N334 max 0 7 0 3 0 7 0 7 0 7 0 7 670 min 0 1 0 4 0 1 0 1 0 1 0 1 671 N336 max 0 7 0 3 0 7 0 7 0 7 0 7 672 min 0 1 0 4 0 1 0 1 0 1 0 1 673 N337 max 0 7 .963 3 0 7 0 7 0 7 0 7 674 min 0 1 0 1 0 1 0 1 0 1 0 1 675 N338 max 0 7 .823 3 0 7 0 7 0 7 0 7 676 min 0 1 0 1 0 1 0 1 0 1 0 1 677 N339 max 0 7 .707 3 0 7 0 7 0 7 0 7 678 min 0 1 0 1 0 1 0 1 0 1 0 1 679 N340 max 0 7 .618 3 0 7 0 7 0 7 0 7 680 min 0 1 0 1 0 1 0 1 0 1 0 1 681 N341 max 0 7 .555 3 0 7 0 7 0 7 0 7 682 min 0 1 0 1 0 1 0 1 0 1 0 1 683 N342 max 0 7 .517 3 0 7 0 7 0 7 0 7 684 min 0 1 0 1 0 1 0 1 0 1 0 1 685 N343 max 0 7 .505 3 0 7 0 7 0 7 0 7 686 min 0 1 0 1 0 1 0 1 0 1 0 1 687 N344 max 0 7 .517 3 0 7 0 7 0 7 0 7 688 min 0 1 0 1 0 1 0 1 0 1 0 1 689 N345 max 0 7 .555 3 0 7 0 7 0 7 0 7 690 min 0 1 0 1 0 1 0 1 0 1 0 1 691 N346 max 0 7 .618 3 0 7 0 7 0 7 0 7 692 min 0 1 0 1 0 1 0 1 0 1 0 1 693 N347 max 0 7 .707 3 0 7 0 7 0 7 0 7 694 min 0 1 0 1 0 1 0 1 0 1 0 1 695 N348 max 0 7 .823 3 0 7 0 7 0 7 0 7 696 min 0 1 0 1 0 1 0 1 0 1 0 1 697 N349 max 0 7 .963 3 0 7 0 7 0 7 0 7 698 min 0 1 0 1 0 1 0 1 0 1 0 1 699 N350 max 0 7 .823 3 0 7 0 7 0 7 0 7 700 min 0 1 0 1 0 1 0 1 0 1 0 1 701 N351 max 0 7 .674 3 0 7 0 7 0 7 0 7 702 min 0 1 0 1 0 1 0 1 0 1 0 1 703 N352 max 0 7 .553 3 0 7 0 7 0 7 0 7 704 min 0 1 0 1 0 1 0 1 0 1 0 1 705 N353 max 0 7 .46 3 0 7 0 7 0 7 0 7 706 min 0 1 0 1 0 1 0 1 0 1 0 1 707 N354 max 0 7 .395 3 0 7 0 7 0 7 0 7 708 min 0 1 0 1 0 1 0 1 0 1 0 1 709 N355 max 0 7 .356 3 0 7 0 7 0 7 0 7 710 min 0 1 0 1 0 1 0 1 0 1 0 1 711 N356 max 0 7 .344 3 0 7 0 7 0 7 0 7 712 min 0 1 0 1 0 1 0 1 0 1 0 1 713 N357 max 0 7 .356 3 0 7 0 7 0 7 0 7 714 min 0 1 0 1 0 1 0 1 0 1 0 1 715 N358 max 0 7 .395 3 0 7 0 7 0 7 0 7 716 min 0 1 0 1 0 1 0 1 0 1 0 1 717 N359 max 0 7 .46 3 0 7 0 7 0 7 0 7 718 min 0 1 0 1 0 1 0 1 0 1 0 1 719 N360 max 0 7 .553 3 0 7 0 7 0 7 0 7 720 min 0 1 0 1 0 1 0 1 0 1 0 1 721 N361 max 0 7 .674 3 0 7 0 7 0 7 0 7
RISA-3D Version 17.0.0 Page 23 [R:\...\...\...\...\...\...\Water Tank\Water Tank Model-NRT 20210201.r3d]
Job Number : WA19.03690.003 Checked By:_____ Model Name : Water Tank
Envelope Joint Reactions (Continued)
Joint X [k] LC Y [k] LC Z [k] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC
722 min 0 1 0 1 0 1 0 1 0 1 0 1 723 N362 max 0 7 .823 3 0 7 0 7 0 7 0 7 724 min 0 1 0 1 0 1 0 1 0 1 0 1 725 N363 max 0 7 .707 3 0 7 0 7 0 7 0 7 726 min 0 1 0 1 0 1 0 1 0 1 0 1 727 N364 max 0 7 .553 3 0 7 0 7 0 7 0 7 728 min 0 1 0 1 0 1 0 1 0 1 0 1 729 N365 max 0 7 .428 3 0 7 0 7 0 7 0 7 730 min 0 1 0 1 0 1 0 1 0 1 0 1 731 N366 max 0 7 .333 3 0 7 0 7 0 7 0 7 732 min 0 1 0 1 0 1 0 1 0 1 0 1 733 N367 max 0 7 .266 3 0 7 0 7 0 7 0 7 734 min 0 1 0 1 0 1 0 1 0 1 0 1 735 N368 max 0 7 .226 3 0 7 0 7 0 7 0 7 736 min 0 1 0 1 0 1 0 1 0 1 0 1 737 N369 max 0 7 .213 3 0 7 0 7 0 7 0 7 738 min 0 1 0 1 0 1 0 1 0 1 0 1 739 N370 max 0 7 .226 3 0 7 0 7 0 7 0 7 740 min 0 1 0 1 0 1 0 1 0 1 0 1 741 N371 max 0 7 .266 3 0 7 0 7 0 7 0 7 742 min 0 1 0 1 0 1 0 1 0 1 0 1 743 N372 max 0 7 .333 3 0 7 0 7 0 7 0 7 744 min 0 1 0 1 0 1 0 1 0 1 0 1 745 N373 max 0 7 .428 3 0 7 0 7 0 7 0 7 746 min 0 1 0 1 0 1 0 1 0 1 0 1 747 N374 max 0 7 .553 3 0 7 0 7 0 7 0 7 748 min 0 1 0 1 0 1 0 1 0 1 0 1 749 N375 max 0 7 .707 3 0 7 0 7 0 7 0 7 750 min 0 1 0 1 0 1 0 1 0 1 0 1 751 N376 max 0 7 .618 3 0 7 0 7 0 7 0 7 752 min 0 1 0 1 0 1 0 1 0 1 0 1 753 N377 max 0 7 .46 3 0 7 0 7 0 7 0 7 754 min 0 1 0 1 0 1 0 1 0 1 0 1 755 N378 max 0 7 .333 3 0 7 0 7 0 7 0 7 756 min 0 1 0 1 0 1 0 1 0 1 0 1 757 N379 max 0 7 .235 3 0 7 0 7 0 7 0 7 758 min 0 1 0 1 0 1 0 1 0 1 0 1 759 N380 max 0 7 .167 3 0 7 0 7 0 7 0 7 760 min 0 1 0 1 0 1 0 1 0 1 0 1 761 N381 max 0 7 .127 3 0 7 0 7 0 7 0 7 762 min 0 1 0 1 0 1 0 1 0 1 0 1 763 N382 max 0 7 .114 3 0 7 0 7 0 7 0 7 764 min 0 1 0 1 0 1 0 1 0 1 0 1 765 N383 max 0 7 .127 3 0 7 0 7 0 7 0 7 766 min 0 1 0 1 0 1 0 1 0 1 0 1 767 N384 max 0 7 .167 3 0 7 0 7 0 7 0 7 768 min 0 1 0 1 0 1 0 1 0 1 0 1 769 N385 max 0 7 .235 3 0 7 0 7 0 7 0 7 770 min 0 1 0 1 0 1 0 1 0 1 0 1 771 N386 max 0 7 .333 3 0 7 0 7 0 7 0 7 772 min 0 1 0 1 0 1 0 1 0 1 0 1 773 N387 max 0 7 .46 3 0 7 0 7 0 7 0 7 774 min 0 1 0 1 0 1 0 1 0 1 0 1 775 N388 max 0 7 .618 3 0 7 0 7 0 7 0 7 776 min 0 1 0 1 0 1 0 1 0 1 0 1 777 N389 max 0 7 .555 3 0 7 0 7 0 7 0 7 778 min 0 1 0 1 0 1 0 1 0 1 0 1
RISA-3D Version 17.0.0 Page 24 [R:\...\...\...\...\...\...\Water Tank\Water Tank Model-NRT 20210201.r3d]
Job Number : WA19.03690.003 Checked By:_____ Model Name : Water Tank
Envelope Joint Reactions (Continued)
Joint X [k] LC Y [k] LC Z [k] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC
779 N390 max 0 7 .395 3 0 7 0 7 0 7 0 7 780 min 0 1 0 1 0 1 0 1 0 1 0 1 781 N391 max 0 7 .266 3 0 7 0 7 0 7 0 7 782 min 0 1 0 1 0 1 0 1 0 1 0 1 783 N392 max 0 7 .167 3 0 7 0 7 0 7 0 7 784 min 0 1 0 1 0 1 0 1 0 1 0 1 785 N393 max 0 7 .099 3 0 7 0 7 0 7 0 7 786 min 0 1 0 1 0 1 0 1 0 1 0 1 787 N394 max 0 7 .058 3 0 7 0 7 0 7 0 7 788 min 0 1 0 1 0 1 0 1 0 1 0 1 789 N395 max 0 7 .045 3 0 7 0 7 0 7 0 7 790 min 0 1 0 1 0 1 0 1 0 1 0 1 791 N396 max 0 7 .058 3 0 7 0 7 0 7 0 7 792 min 0 1 0 1 0 1 0 1 0 1 0 1 793 N397 max 0 7 .099 3 0 7 0 7 0 7 0 7 794 min 0 1 0 1 0 1 0 1 0 1 0 1 795 N398 max 0 7 .167 3 0 7 0 7 0 7 0 7 796 min 0 1 0 1 0 1 0 1 0 1 0 1 797 N399 max 0 7 .266 3 0 7 0 7 0 7 0 7 798 min 0 1 0 1 0 1 0 1 0 1 0 1 799 N400 max 0 7 .395 3 0 7 0 7 0 7 0 7 800 min 0 1 0 1 0 1 0 1 0 1 0 1 801 N401 max 0 7 .555 3 0 7 0 7 0 7 0 7 802 min 0 1 0 1 0 1 0 1 0 1 0 1 803 N402 max 0 7 .517 3 0 7 0 7 0 7 0 7 804 min 0 1 0 1 0 1 0 1 0 1 0 1 805 N403 max 0 7 .356 3 0 7 0 7 0 7 0 7 806 min 0 1 0 1 0 1 0 1 0 1 0 1 807 N404 max 0 7 .226 3 0 7 0 7 0 7 0 7 808 min 0 1 0 1 0 1 0 1 0 1 0 1 809 N405 max 0 7 .127 3 0 7 0 7 0 7 0 7 810 min 0 1 0 1 0 1 0 1 0 1 0 1 811 N406 max 0 7 .058 3 0 7 0 7 0 7 0 7 812 min 0 1 0 1 0 1 0 1 0 1 0 1 813 N407 max 0 7 .018 3 0 7 0 7 0 7 0 7 814 min 0 1 0 1 0 1 0 1 0 1 0 1 815 N408 max 0 7 .004 3 0 7 0 7 0 7 0 7 816 min 0 1 0 1 0 1 0 1 0 1 0 1 817 N409 max 0 7 .018 3 0 7 0 7 0 7 0 7 818 min 0 1 0 1 0 1 0 1 0 1 0 1 819 N410 max 0 7 .058 3 0 7 0 7 0 7 0 7 820 min 0 1 0 1 0 1 0 1 0 1 0 1 821 N411 max 0 7 .127 3 0 7 0 7 0 7 0 7 822 min 0 1 0 1 0 1 0 1 0 1 0 1 823 N412 max 0 7 .226 3 0 7 0 7 0 7 0 7 824 min 0 1 0 1 0 1 0 1 0 1 0 1 825 N413 max 0 7 .356 3 0 7 0 7 0 7 0 7 826 min 0 1 0 1 0 1 0 1 0 1 0 1 827 N414 max 0 7 .517 3 0 7 0 7 0 7 0 7 828 min 0 1 0 1 0 1 0 1 0 1 0 1 829 N415 max 0 7 .505 3 0 7 0 7 0 7 0 7 830 min 0 1 0 1 0 1 0 1 0 1 0 1 831 N416 max 0 7 .344 3 0 7 0 7 0 7 0 7 832 min 0 1 0 1 0 1 0 1 0 1 0 1 833 N417 max 0 7 .213 3 0 7 0 7 0 7 0 7 834 min 0 1 0 1 0 1 0 1 0 1 0 1 835 N418 max 0 7 .114 3 0 7 0 7 0 7 0 7
RISA-3D Version 17.0.0 Page 25 [R:\...\...\...\...\...\...\Water Tank\Water Tank Model-NRT 20210201.r3d]
Job Number : WA19.03690.003 Checked By:_____ Model Name : Water Tank
Envelope Joint Reactions (Continued)
Joint X [k] LC Y [k] LC Z [k] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC
836 min 0 1 0 1 0 1 0 1 0 1 0 1 837 N419 max 0 7 .045 3 0 7 0 7 0 7 0 7 838 min 0 1 0 1 0 1 0 1 0 1 0 1 839 N420 max 0 7 .004 3 0 7 0 7 0 7 0 7 840 min 0 1 0 1 0 1 0 1 0 1 0 1 841 N422 max 0 7 .004 3 0 7 0 7 0 7 0 7 842 min 0 1 0 1 0 1 0 1 0 1 0 1 843 N423 max 0 7 .045 3 0 7 0 7 0 7 0 7 844 min 0 1 0 1 0 1 0 1 0 1 0 1 845 N424 max 0 7 .114 3 0 7 0 7 0 7 0 7 846 min 0 1 0 1 0 1 0 1 0 1 0 1 847 N425 max 0 7 .213 3 0 7 0 7 0 7 0 7 848 min 0 1 0 1 0 1 0 1 0 1 0 1 849 N426 max 0 7 .344 3 0 7 0 7 0 7 0 7 850 min 0 1 0 1 0 1 0 1 0 1 0 1 851 N427 max 0 7 .505 3 0 7 0 7 0 7 0 7 852 min 0 1 0 1 0 1 0 1 0 1 0 1 853 N428 max 0 7 .517 3 0 7 0 7 0 7 0 7 854 min 0 1 0 1 0 1 0 1 0 1 0 1 855 N429 max 0 7 .356 3 0 7 0 7 0 7 0 7 856 min 0 1 0 1 0 1 0 1 0 1 0 1 857 N430 max 0 7 .226 3 0 7 0 7 0 7 0 7 858 min 0 1 0 1 0 1 0 1 0 1 0 1 859 N431 max 0 7 .127 3 0 7 0 7 0 7 0 7 860 min 0 1 0 1 0 1 0 1 0 1 0 1 861 N432 max 0 7 .058 3 0 7 0 7 0 7 0 7 862 min 0 1 0 1 0 1 0 1 0 1 0 1 863 N433 max 0 7 .018 3 0 7 0 7 0 7 0 7 864 min 0 1 0 1 0 1 0 1 0 1 0 1 865 N434 max 0 7 .004 3 0 7 0 7 0 7 0 7 866 min 0 1 0 1 0 1 0 1 0 1 0 1 867 N435 max 0 7 .018 3 0 7 0 7 0 7 0 7 868 min 0 1 0 1 0 1 0 1 0 1 0 1 869 N436 max 0 7 .058 3 0 7 0 7 0 7 0 7 870 min 0 1 0 1 0 1 0 1 0 1 0 1 871 N437 max 0 7 .127 3 0 7 0 7 0 7 0 7 872 min 0 1 0 1 0 1 0 1 0 1 0 1 873 N438 max 0 7 .226 3 0 7 0 7 0 7 0 7 874 min 0 1 0 1 0 1 0 1 0 1 0 1 875 N439 max 0 7 .356 3 0 7 0 7 0 7 0 7 876 min 0 1 0 1 0 1 0 1 0 1 0 1 877 N440 max 0 7 .517 3 0 7 0 7 0 7 0 7 878 min 0 1 0 1 0 1 0 1 0 1 0 1 879 N441 max 0 7 .555 3 0 7 0 7 0 7 0 7 880 min 0 1 0 1 0 1 0 1 0 1 0 1 881 N442 max 0 7 .395 3 0 7 0 7 0 7 0 7 882 min 0 1 0 1 0 1 0 1 0 1 0 1 883 N443 max 0 7 .266 3 0 7 0 7 0 7 0 7 884 min 0 1 0 1 0 1 0 1 0 1 0 1 885 N444 max 0 7 .167 3 0 7 0 7 0 7 0 7 886 min 0 1 0 1 0 1 0 1 0 1 0 1 887 N445 max 0 7 .099 3 0 7 0 7 0 7 0 7 888 min 0 1 0 1 0 1 0 1 0 1 0 1 889 N446 max 0 7 .058 3 0 7 0 7 0 7 0 7 890 min 0 1 0 1 0 1 0 1 0 1 0 1 891 N447 max 0 7 .045 3 0 7 0 7 0 7 0 7 892 min 0 1 0 1 0 1 0 1 0 1 0 1
RISA-3D Version 17.0.0 Page 26 [R:\...\...\...\...\...\...\Water Tank\Water Tank Model-NRT 20210201.r3d]
Job Number : WA19.03690.003 Checked By:_____ Model Name : Water Tank
Envelope Joint Reactions (Continued)
Joint X [k] LC Y [k] LC Z [k] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC
893 N448 max 0 7 .058 3 0 7 0 7 0 7 0 7 894 min 0 1 0 1 0 1 0 1 0 1 0 1 895 N449 max 0 7 .099 3 0 7 0 7 0 7 0 7 896 min 0 1 0 1 0 1 0 1 0 1 0 1 897 N450 max 0 7 .167 3 0 7 0 7 0 7 0 7 898 min 0 1 0 1 0 1 0 1 0 1 0 1 899 N451 max 0 7 .266 3 0 7 0 7 0 7 0 7 900 min 0 1 0 1 0 1 0 1 0 1 0 1 901 N452 max 0 7 .395 3 0 7 0 7 0 7 0 7 902 min 0 1 0 1 0 1 0 1 0 1 0 1 903 N453 max 0 7 .555 3 0 7 0 7 0 7 0 7 904 min 0 1 0 1 0 1 0 1 0 1 0 1 905 N454 max 0 7 .618 3 0 7 0 7 0 7 0 7 906 min 0 1 0 1 0 1 0 1 0 1 0 1 907 N455 max 0 7 .46 3 0 7 0 7 0 7 0 7 908 min 0 1 0 1 0 1 0 1 0 1 0 1 909 N456 max 0 7 .333 3 0 7 0 7 0 7 0 7 910 min 0 1 0 1 0 1 0 1 0 1 0 1 911 N457 max 0 7 .235 3 0 7 0 7 0 7 0 7 912 min 0 1 0 1 0 1 0 1 0 1 0 1 913 N458 max 0 7 .167 3 0 7 0 7 0 7 0 7 914 min 0 1 0 1 0 1 0 1 0 1 0 1 915 N459 max 0 7 .127 3 0 7 0 7 0 7 0 7 916 min 0 1 0 1 0 1 0 1 0 1 0 1 917 N460 max 0 7 .114 3 0 7 0 7…
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