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HomeMy WebLinkAboutCA_Structural_Calcs_181101_v1Structural Calculations For NW Gourmet Freezer Addition Renton, WA Project # 2160966.20 Project Principal Daniel Booth, P.E, S.E Project Manager Joseph Simon, P.E. Design Criteria Design Codes and Standards Codes and Standards: Structural design and construction shall be in accordance with the applicable sections of the following codes and standards as adopted and amended by the local building authority: International Building Code, Edition. Structural Design Criteria: Live Load Criteria: Roof (Min Blanket Snow) 25 psf Slab on Grade 250 psf Wind Load Criteria: Ultimate Wind Speed 110 Risk Category II Wind Exposure B Topographic Factor 1.0 Seismic Criteria: Risk Category II Seismic Importance Factor 1.0 Ss = 1.446 S1 = 0.540 Sds = 0.868 Sd1 = 0.865 Site Class = E Seismic Design Category = D Response Modification Coeff. (R): 3.25 Seismic Response Coeff. (Cs): 0.267 9/5/18 2015 RECEIVED 11/14/2018 jtaylor PLANNING DIVISION Soil Criteria: Based on Geotechnical Engineering Report by: Migizi Group, dated July 27, 2018. Project Description The project consists of New steel framed freezer addition adjacent to existing building Design Maps Summary Report Report Title Building Code Reference Document Site Coordinates Site Soil Classification Risk Category User–Specified Input NW Gourmet Addition Wed January 25, 2017 16:02:39 UTC ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) 47.47493°N, 122.22514°W Site Class E – “Soft Clay Soil” I/II/III USGS–Provided Output SS =1.446 g SMS =1.302 g SDS =0.868 g S1 =0.540 g SM1 =1.297 g SD1 =0.865 g For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the “2009 NEHRP” building code reference document. For PGAM, TL, CRS, and CR1 values, please view the detailed report. Page 1 of 2Design Maps Summary Report 1/25/2017http://earthquake.usgs.gov/designmaps/us/summary.php?template=minimal&latitude=47.4... NW Gourmet Freezer Addn 2160966.20 JFS8/18 NW Gourmet Freezer Addn 2160966.20 JFS NW Gourmet Freezer Addn 2160966.20 JFS8/18 NW Gourmet Freezer Addn 2160966.20 JFS NW Gourmet Freezer Addn 2160966.20 JFS8/18 NW Gourmet Freezer Addn 2160966.20 JFS NW Gourmet Freezer Addn 2160966.20 JFS8/18 NW Gourmet Freezer Addn 2160966.20 JFS NW Gourmet Freezer Addn 2160966.20 JFS8/18 NW Gourmet Freezer Addn 2160966.20 JFS NW Gourmet Freezer Addn 2160966.20 8/18 Concrete Beam Licensee : AHBL, INCLic. # : KW-06001735 Description :Structural Slab Skip loading, 3-span NW Gourmet Freezer Add'n CODE REFERENCES Calculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties 3.0 7.50 145.0 Elastic Modulus 3,122.0 ksi 1 60.0 29,000.0 40.0 29,000.0 4= 2 =0.90 0.750 f'c ksi fy - Main Rebar ksi Density 1/2 = fr = f'c *410.792 pcf E - Main Rebar ksi psi =1.0lLtWt Factor Fy - Stirrups ksi == = E - Stirrups ksi b 0.850 == = Shear : Stirrup Bar Size # Number of Resisting Legs Per Stirrup Phi Values Flexure : y f .Cross Section & Reinforcing Details Rectangular Section, Width = 12.0 in, Height = 12.0 in Span #1 Reinforcing.... 1-#5 at 3.0 in from Bottom, from 0.0 to 12.50 ft in this span 1-#5 at 2.0 in from Top, from 0.0 to 12.50 ft in this span Span #2 Reinforcing.... 1-#5 at 3.0 in from Bottom, from 0.0 to 12.50 ft in this span 1-#5 at 2.0 in from Top, from 0.0 to 12.50 ft in this span Span #3 Reinforcing.... 1-#5 at 3.0 in from Bottom, from 0.0 to 12.50 ft in this span 1-#5 at 2.0 in from Top, from 0.0 to 12.50 ft in this span .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load : D = 0.1150, L = 0.250 ksf, Tributary Width = 1.0 ft Load for Span Number 2 Uniform Load : D = 0.1150 ksf, Tributary Width = 1.0 ft Load for Span Number 3 Uniform Load : D = 0.1150, L = 0.250 ksf, Tributary Width = 1.0 ft .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.652 : 1 Span # where maximum occurs Span # 3 Location of maximum on span 6.639 ft Mn * Phi : Allowable 13.415 k-ft Typical SectionSection used for this span Mu : Applied 8.748 k-ft Maximum Deflection 15465 >=360.0 5672 Ratio =19846 >=180.0 Max Downward Transient Deflection 0.014 in 9769Ratio =>=360.0 Max Upward Transient Deflection -0.009 in Ratio = Max Downward Total Deflection 0.024 in Ratio =>=180.0 Max Upward Total Deflection -0.007 in . Load Combination Support 1 Support 2 Support 3 Support 4 Vertical Reactions Support notation : Far left is #1 Overall MAXimum 2.507 4.9044.904 2.507 Concrete Beam Licensee : AHBL, INCLic. # : KW-06001735 Description :Structural Slab Skip loading, 3-span NW Gourmet Freezer Add'n Load Combination Support 1 Support 2 Support 3 Support 4 Vertical Reactions Support notation : Far left is #1 Overall MINimum 0.723 1.5921.592 0.723 +D+H 1.204 3.3123.312 1.204 +D+L+H 2.507 4.9044.904 2.507 +D+Lr+H 1.204 3.3123.312 1.204 +D+S+H 1.204 3.3123.312 1.204 +D+0.750Lr+0.750L+H 2.181 4.5064.506 2.181 +D+0.750L+0.750S+H 2.181 4.5064.506 2.181 +D+0.60W+H 1.204 3.3123.312 1.204 +D+0.70E+H 1.204 3.3123.312 1.204 +D+0.750Lr+0.750L+0.450W+H 2.181 4.5064.506 2.181 +D+0.750L+0.750S+0.450W+H 2.181 4.5064.506 2.181 +D+0.750L+0.750S+0.5250E+H 2.181 4.5064.506 2.181 +0.60D+0.60W+0.60H 0.723 1.9871.987 0.723 +0.60D+0.70E+0.60H 0.723 1.9871.987 0.723 D Only 1.204 3.3123.312 1.204 Lr Only L Only 1.303 1.5921.592 1.303 S Only W Only E Only H Only .Detailed Shear Information Load Combination Vu (k)Span Distance 'd'Comment Phi*Vs Req'd Phi*Vnd*Vu/MuMu (ft)(k)(in)(k)Actual Suggest(k-ft)Number (k) Spacing (in) Design Phi*Vc +1.20D+1.60L+0.50S+1.60H 1 0.00 9.00 3.53 3.53 0.00 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.08 9.00 3.47 3.47 0.27 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.15 9.00 3.42 3.42 0.54 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.23 9.00 3.36 3.36 0.80 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.31 9.00 3.31 3.31 1.06 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.39 9.00 3.25 3.25 1.31 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.46 9.00 3.20 3.20 1.56 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.54 9.00 3.14 3.14 1.80 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.62 9.00 3.09 3.09 2.04 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.69 9.00 3.03 3.03 2.28 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.77 9.00 2.98 2.98 2.51 0.89 8.95 Vu < PhiVc/2 Not Reqd 1 8.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.85 9.00 2.92 2.92 2.74 0.80 8.89 Vu < PhiVc/2 Not Reqd 1 8.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 0.93 9.00 2.87 2.87 2.96 0.73 8.85 Vu < PhiVc/2 Not Reqd 1 8.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.00 9.00 2.82 2.82 3.18 0.66 8.81 Vu < PhiVc/2 Not Reqd 1 8.8 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.08 9.00 2.76 2.76 3.40 0.61 8.78 Vu < PhiVc/2 Not Reqd 1 8.8 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.16 9.00 2.71 2.71 3.61 0.56 8.76 Vu < PhiVc/2 Not Reqd 1 8.8 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.24 9.00 2.65 2.65 3.82 0.52 8.73 Vu < PhiVc/2 Not Reqd 1 8.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.31 9.00 2.60 2.60 4.02 0.48 8.71 Vu < PhiVc/2 Not Reqd 1 8.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.39 9.00 2.54 2.54 4.22 0.45 8.69 Vu < PhiVc/2 Not Reqd 1 8.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.47 9.00 2.49 2.49 4.41 0.42 8.68 Vu < PhiVc/2 Not Reqd 1 8.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.54 9.00 2.43 2.43 4.60 0.40 8.66 Vu < PhiVc/2 Not Reqd 1 8.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.62 9.00 2.38 2.38 4.79 0.37 8.65 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.70 9.00 2.32 2.32 4.97 0.35 8.63 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.78 9.00 2.27 2.27 5.14 0.33 8.62 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.85 9.00 2.21 2.21 5.32 0.31 8.61 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 1.93 9.00 2.16 2.16 5.49 0.29 8.60 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.01 9.00 2.10 2.10 5.65 0.28 8.59 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.08 9.00 2.05 2.05 5.81 0.26 8.58 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.16 9.00 1.99 1.99 5.97 0.25 8.57 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.24 9.00 1.94 1.94 6.12 0.24 8.57 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.32 9.00 1.88 1.88 6.26 0.23 8.56 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.39 9.00 1.83 1.83 6.41 0.21 8.55 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 Concrete Beam Licensee : AHBL, INCLic. # : KW-06001735 Description :Structural Slab Skip loading, 3-span NW Gourmet Freezer Add'n Detailed Shear Information Load Combination Vu (k)Span Distance 'd'Comment Phi*Vs Req'd Phi*Vnd*Vu/MuMu (ft)(k)(in)(k)Actual Suggest(k-ft)Number (k) Spacing (in) Design Phi*Vc +1.20D+1.60L+0.50S+1.60H 1 2.47 9.00 1.77 1.77 6.55 0.20 8.55 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.55 9.00 1.72 1.72 6.68 0.19 8.54 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.62 9.00 1.66 1.66 6.81 0.18 8.54 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.70 9.00 1.61 1.61 6.94 0.17 8.53 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.78 9.00 1.55 1.55 7.06 0.16 8.53 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.86 9.00 1.50 1.50 7.18 0.16 8.52 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 2.93 9.00 1.44 1.44 7.29 0.15 8.52 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.01 9.00 1.39 1.39 7.40 0.14 8.51 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.09 9.00 1.33 1.33 7.50 0.13 8.51 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.17 9.00 1.28 1.28 7.61 0.13 8.50 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.24 9.00 1.22 1.22 7.70 0.12 8.50 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.32 9.00 1.17 1.17 7.79 0.11 8.49 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.40 9.00 1.11 1.11 7.88 0.11 8.49 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.47 9.00 1.06 1.06 7.97 0.10 8.49 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.55 9.00 1.00 1.00 8.04 0.09 8.48 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.63 9.00 0.95 0.95 8.12 0.09 8.48 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.71 9.00 0.89 0.89 8.19 0.08 8.48 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.78 9.00 0.84 0.84 8.26 0.08 8.47 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.86 9.00 0.78 0.78 8.32 0.07 8.47 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 3.94 9.00 0.73 0.73 8.38 0.07 8.47 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.01 9.00 0.67 0.67 8.43 0.06 8.46 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.09 9.00 0.62 0.62 8.48 0.05 8.46 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.17 9.00 0.56 0.56 8.53 0.05 8.46 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.25 9.00 0.51 0.51 8.57 0.04 8.46 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.32 9.00 0.45 0.45 8.61 0.04 8.45 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.40 9.00 0.40 0.40 8.64 0.03 8.45 Vu < PhiVc/2 Not Reqd 1 8.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.48 9.00 0.34 0.34 8.67 0.03 8.45 Vu < PhiVc/2 Not Reqd 1 8.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.55 9.00 0.29 0.29 8.69 0.02 8.44 Vu < PhiVc/2 Not Reqd 1 8.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.63 9.00 0.23 0.23 8.71 0.02 8.44 Vu < PhiVc/2 Not Reqd 1 8.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.71 9.00 0.18 0.18 8.73 0.02 8.44 Vu < PhiVc/2 Not Reqd 1 8.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 4.79 9.00 0.12 0.12 8.74 0.01 8.44 Vu < PhiVc/2 Not Reqd 1 8.4 0.0 0.0 +1.40D+1.60H 1 4.86 9.00 -0.08 0.08 3.90 0.02 8.44 Vu < PhiVc/2 Not Reqd 1 8.4 0.0 0.0 +1.40D+1.60H 1 4.94 9.00 -0.11 0.11 3.89 0.02 8.44 Vu < PhiVc/2 Not Reqd 1 8.4 0.0 0.0 +1.40D+1.60H 1 5.02 9.00 -0.14 0.14 3.88 0.03 8.45 Vu < PhiVc/2 Not Reqd 1 8.4 0.0 0.0 +1.40D+1.60H 1 5.10 9.00 -0.17 0.17 3.87 0.03 8.45 Vu < PhiVc/2 Not Reqd 1 8.4 0.0 0.0 +1.40D+1.60H 1 5.17 9.00 -0.20 0.20 3.85 0.04 8.45 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.40D+1.60H 1 5.25 9.00 -0.22 0.22 3.84 0.04 8.46 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 5.33 9.00 -0.26 0.26 8.70 0.02 8.44 Vu < PhiVc/2 Not Reqd 1 8.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 5.40 9.00 -0.32 0.32 8.68 0.03 8.45 Vu < PhiVc/2 Not Reqd 1 8.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 5.48 9.00 -0.37 0.37 8.65 0.03 8.45 Vu < PhiVc/2 Not Reqd 1 8.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 5.56 9.00 -0.43 0.43 8.62 0.04 8.45 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 5.64 9.00 -0.48 0.48 8.58 0.04 8.45 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 5.71 9.00 -0.54 0.54 8.55 0.05 8.46 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 5.79 9.00 -0.59 0.59 8.50 0.05 8.46 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 5.87 9.00 -0.65 0.65 8.45 0.06 8.46 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 5.94 9.00 -0.70 0.70 8.40 0.06 8.47 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 6.02 9.00 -0.76 0.76 8.35 0.07 8.47 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 6.10 9.00 -0.81 0.81 8.28 0.07 8.47 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 6.18 9.00 -0.87 0.87 8.22 0.08 8.48 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 6.25 9.00 -0.92 0.92 8.15 0.08 8.48 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 6.33 9.00 -0.98 0.98 8.08 0.09 8.48 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 6.41 9.00 -1.03 1.03 8.00 0.10 8.49 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 6.48 9.00 -1.09 1.09 7.92 0.10 8.49 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 6.56 9.00 -1.14 1.14 7.83 0.11 8.49 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 Concrete Beam Licensee : AHBL, INCLic. # : KW-06001735 Description :Structural Slab Skip loading, 3-span NW Gourmet Freezer Add'n Detailed Shear Information Load Combination Vu (k)Span Distance 'd'Comment Phi*Vs Req'd Phi*Vnd*Vu/MuMu (ft)(k)(in)(k)Actual Suggest(k-ft)Number (k) Spacing (in) Design Phi*Vc +1.20D+1.60L+0.50S+1.60H 1 6.64 9.00 -1.20 1.20 7.74 0.12 8.50 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 6.72 9.00 -1.25 1.25 7.65 0.12 8.50 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 6.79 9.00 -1.31 1.31 7.55 0.13 8.50 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 6.87 9.00 -1.36 1.36 7.45 0.14 8.51 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 6.95 9.00 -1.42 1.42 7.34 0.14 8.51 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 7.03 9.00 -1.47 1.47 7.23 0.15 8.52 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 7.10 9.00 -1.53 1.53 7.11 0.16 8.52 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 7.18 9.00 -1.58 1.58 6.99 0.17 8.53 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 7.26 9.00 -1.64 1.64 6.87 0.18 8.53 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 7.33 9.00 -1.69 1.69 6.74 0.19 8.54 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 7.41 9.00 -1.75 1.75 6.60 0.20 8.54 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 7.49 9.00 -1.80 1.80 6.47 0.21 8.55 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 7.57 9.00 -1.86 1.86 6.33 0.22 8.56 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 7.64 9.00 -1.91 1.91 6.18 0.23 8.56 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 7.72 9.00 -1.97 1.97 6.03 0.24 8.57 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 7.80 9.00 -2.02 2.02 5.88 0.26 8.58 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 7.87 9.00 -2.08 2.08 5.72 0.27 8.59 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 7.95 9.00 -2.13 2.13 5.56 0.29 8.60 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 8.03 9.00 -2.19 2.19 5.39 0.30 8.61 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 8.11 9.00 -2.24 2.24 5.22 0.32 8.62 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 8.18 9.00 -2.30 2.30 5.04 0.34 8.63 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 8.26 9.00 -2.35 2.35 4.86 0.36 8.64 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 8.34 9.00 -2.41 2.41 4.68 0.39 8.65 Vu < PhiVc/2 Not Reqd 1 8.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 8.41 9.00 -2.46 2.46 4.49 0.41 8.67 Vu < PhiVc/2 Not Reqd 1 8.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 8.49 9.00 -2.52 2.52 4.30 0.44 8.68 Vu < PhiVc/2 Not Reqd 1 8.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 8.57 9.00 -2.57 2.57 4.10 0.47 8.70 Vu < PhiVc/2 Not Reqd 1 8.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 8.65 9.00 -2.63 2.63 3.90 0.50 8.72 Vu < PhiVc/2 Not Reqd 1 8.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 8.72 9.00 -2.68 2.68 3.70 0.54 8.75 Vu < PhiVc/2 Not Reqd 1 8.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 8.80 9.00 -2.74 2.74 3.49 0.59 8.77 Vu < PhiVc/2 Not Reqd 1 8.8 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 8.88 9.00 -2.79 2.79 3.28 0.64 8.80 Vu < PhiVc/2 Not Reqd 1 8.8 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 8.96 9.00 -2.85 2.85 3.06 0.70 8.84 Vu < PhiVc/2 Not Reqd 1 8.8 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 9.03 9.00 -2.90 2.90 2.84 0.77 8.88 Vu < PhiVc/2 Not Reqd 1 8.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 9.11 9.00 -2.96 2.96 2.61 0.85 8.92 Vu < PhiVc/2 Not Reqd 1 8.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 9.19 9.00 -3.01 3.01 2.38 0.95 8.98 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 9.26 9.00 -3.07 3.07 2.15 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 9.34 9.00 -3.12 3.12 1.91 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 9.42 9.00 -3.18 3.18 1.66 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 9.50 9.00 -3.23 3.23 1.42 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 9.57 9.00 -3.29 3.29 1.16 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 9.65 9.00 -3.34 3.34 0.91 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 9.73 9.00 -3.40 3.40 0.65 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 9.80 9.00 -3.45 3.45 0.38 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 9.88 9.00 -3.51 3.51 0.12 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 9.96 10.00 -3.56 3.56 0.16 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 10.04 10.00 -3.62 3.62 0.43 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 10.11 10.00 -3.67 3.67 0.72 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 10.19 10.00 -3.73 3.73 1.00 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 10.27 10.00 -3.78 3.78 1.29 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 10.34 10.00 -3.84 3.84 1.58 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 10.42 10.00 -3.89 3.89 1.88 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 10.50 10.00 -3.95 3.95 2.19 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 10.58 10.00 -4.00 4.00 2.49 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 10.65 10.00 -4.06 4.06 2.80 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 10.73 10.00 -4.11 4.11 3.12 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 Concrete Beam Licensee : AHBL, INCLic. # : KW-06001735 Description :Structural Slab Skip loading, 3-span NW Gourmet Freezer Add'n Detailed Shear Information Load Combination Vu (k)Span Distance 'd'Comment Phi*Vs Req'd Phi*Vnd*Vu/MuMu (ft)(k)(in)(k)Actual Suggest(k-ft)Number (k) Spacing (in) Design Phi*Vc +1.20D+1.60L+0.50S+1.60H 1 10.81 10.00 -4.17 4.17 3.44 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 10.89 10.00 -4.22 4.22 3.76 0.94 9.91 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 10.96 10.00 -4.28 4.28 4.09 0.87 9.87 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 11.04 10.00 -4.33 4.33 4.42 0.82 9.84 Vu < PhiVc/2 Not Reqd 1 9.8 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 11.12 10.00 -4.39 4.39 4.76 0.77 9.81 Vu < PhiVc/2 Not Reqd 1 9.8 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 11.19 10.00 -4.44 4.44 5.10 0.73 9.79 Vu < PhiVc/2 Not Reqd 1 9.8 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 11.27 10.00 -4.50 4.50 5.44 0.69 9.77 Vu < PhiVc/2 Not Reqd 1 9.8 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 11.35 10.00 -4.55 4.55 5.79 0.65 9.75 Vu < PhiVc/2 Not Reqd 1 9.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 11.43 10.00 -4.61 4.61 6.15 0.62 9.73 Vu < PhiVc/2 Not Reqd 1 9.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 1 11.50 10.00 -4.66 4.66 6.50 0.60 9.71 Vu < PhiVc/2 Not Reqd 1 9.7 0.0 0.0 +1.40D+1.60H 2 11.58 10.00 2.11 2.11 4.88 0.36 9.58 Vu < PhiVc/2 Not Reqd 1 9.6 0.0 0.0 +1.40D+1.60H 2 11.66 10.00 2.08 2.08 4.72 0.37 9.58 Vu < PhiVc/2 Not Reqd 1 9.6 0.0 0.0 +1.40D+1.60H 2 11.73 10.00 2.05 2.05 4.56 0.37 9.58 Vu < PhiVc/2 Not Reqd 1 9.6 0.0 0.0 +1.40D+1.60H 2 11.81 10.00 2.02 2.02 4.40 0.38 9.59 Vu < PhiVc/2 Not Reqd 1 9.6 0.0 0.0 +1.40D+1.60H 2 11.89 10.00 2.00 2.00 4.25 0.39 9.59 Vu < PhiVc/2 Not Reqd 1 9.6 0.0 0.0 +1.40D+1.60H 2 11.97 10.00 1.97 1.97 4.09 0.40 9.60 Vu < PhiVc/2 Not Reqd 1 9.6 0.0 0.0 +1.40D+1.60H 2 12.04 10.00 1.94 1.94 3.94 0.41 9.60 Vu < PhiVc/2 Not Reqd 1 9.6 0.0 0.0 +1.40D+1.60H 2 12.12 10.00 1.91 1.91 3.80 0.42 9.61 Vu < PhiVc/2 Not Reqd 1 9.6 0.0 0.0 +1.40D+1.60H 2 12.20 10.00 1.88 1.88 3.65 0.43 9.62 Vu < PhiVc/2 Not Reqd 1 9.6 0.0 0.0 +1.40D+1.60H 2 12.27 10.00 1.85 1.85 3.50 0.44 9.62 Vu < PhiVc/2 Not Reqd 1 9.6 0.0 0.0 +1.40D+1.60H 2 12.35 10.00 1.83 1.83 3.36 0.45 9.63 Vu < PhiVc/2 Not Reqd 1 9.6 0.0 0.0 +1.40D+1.60H 2 12.43 10.00 1.80 1.80 3.22 0.47 9.64 Vu < PhiVc/2 Not Reqd 1 9.6 0.0 0.0 +1.40D+1.60H 2 12.51 10.00 1.77 1.77 3.08 0.48 9.64 Vu < PhiVc/2 Not Reqd 1 9.6 0.0 0.0 +1.40D+1.60H 2 12.58 10.00 1.74 1.74 2.95 0.49 9.65 Vu < PhiVc/2 Not Reqd 1 9.7 0.0 0.0 +1.40D+1.60H 2 12.66 10.00 1.71 1.71 2.82 0.51 9.66 Vu < PhiVc/2 Not Reqd 1 9.7 0.0 0.0 +1.40D+1.60H 2 12.74 10.00 1.69 1.69 2.68 0.52 9.67 Vu < PhiVc/2 Not Reqd 1 9.7 0.0 0.0 +1.40D+1.60H 2 12.82 10.00 1.66 1.66 2.56 0.54 9.68 Vu < PhiVc/2 Not Reqd 1 9.7 0.0 0.0 +1.40D+1.60H 2 12.89 10.00 1.63 1.63 2.43 0.56 9.69 Vu < PhiVc/2 Not Reqd 1 9.7 0.0 0.0 +1.40D+1.60H 2 12.97 10.00 1.60 1.60 2.30 0.58 9.70 Vu < PhiVc/2 Not Reqd 1 9.7 0.0 0.0 +1.40D+1.60H 2 13.05 10.00 1.57 1.57 2.18 0.60 9.72 Vu < PhiVc/2 Not Reqd 1 9.7 0.0 0.0 +1.40D+1.60H 2 13.12 10.00 1.55 1.55 2.06 0.62 9.73 Vu < PhiVc/2 Not Reqd 1 9.7 0.0 0.0 +1.40D+1.60H 2 13.20 10.00 1.52 1.52 1.94 0.65 9.74 Vu < PhiVc/2 Not Reqd 1 9.7 0.0 0.0 +1.40D+1.60H 2 13.28 10.00 1.49 1.49 1.83 0.68 9.76 Vu < PhiVc/2 Not Reqd 1 9.8 0.0 0.0 +1.40D+1.60H 2 13.36 10.00 1.46 1.46 1.71 0.71 9.78 Vu < PhiVc/2 Not Reqd 1 9.8 0.0 0.0 +1.40D+1.60H 2 13.43 10.00 1.43 1.43 1.60 0.75 9.80 Vu < PhiVc/2 Not Reqd 1 9.8 0.0 0.0 +1.40D+1.60H 2 13.51 10.00 1.41 1.41 1.49 0.79 9.82 Vu < PhiVc/2 Not Reqd 1 9.8 0.0 0.0 +1.40D+1.60H 2 13.59 10.00 1.38 1.38 1.38 0.83 9.85 Vu < PhiVc/2 Not Reqd 1 9.8 0.0 0.0 +1.40D+1.60H 2 13.66 10.00 1.35 1.35 1.28 0.88 9.88 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.40D+1.60H 2 13.74 10.00 1.32 1.32 1.18 0.94 9.91 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.40D+1.60H 2 13.82 10.00 1.29 1.29 1.07 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.40D+1.60H 2 13.90 10.00 1.26 1.26 0.98 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.40D+1.60H 2 13.97 10.00 1.24 1.24 0.88 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.40D+1.60H 2 14.05 10.00 1.21 1.21 0.79 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.40D+1.60H 2 14.13 10.00 1.18 1.18 0.69 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.40D+1.60H 2 14.20 10.00 1.15 1.15 0.60 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.40D+1.60H 2 14.28 10.00 1.12 1.12 0.52 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.40D+1.60H 2 14.36 10.00 1.10 1.10 0.43 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.40D+1.60H 2 14.44 10.00 1.07 1.07 0.35 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.40D+1.60H 2 14.51 10.00 1.04 1.04 0.26 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.40D+1.60H 2 14.59 10.00 1.01 1.01 0.19 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.40D+1.60H 2 14.67 10.00 0.98 0.98 0.11 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.40D+1.60H 2 14.75 10.00 0.96 0.96 0.03 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.40D+1.60H 2 14.82 9.00 0.93 0.93 0.04 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.40D+1.60H 2 14.90 9.00 0.90 0.90 0.11 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 Concrete Beam Licensee : AHBL, INCLic. # : KW-06001735 Description :Structural Slab Skip loading, 3-span NW Gourmet Freezer Add'n Detailed Shear Information Load Combination Vu (k)Span Distance 'd'Comment Phi*Vs Req'd Phi*Vnd*Vu/MuMu (ft)(k)(in)(k)Actual Suggest(k-ft)Number (k) Spacing (in) Design Phi*Vc +1.40D+1.60H 2 14.98 9.00 0.87 0.87 0.18 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.40D+1.60H 2 15.05 9.00 0.84 0.84 0.24 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.40D+1.60H 2 15.13 9.00 0.81 0.81 0.31 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.40D+1.60H 2 15.21 9.00 0.79 0.79 0.37 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.40D+1.60H 2 15.29 9.00 0.76 0.76 0.43 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.40D+1.60H 2 15.36 9.00 0.73 0.73 0.49 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.40D+1.60H 2 15.44 9.00 0.70 0.70 0.54 0.97 8.99 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.40D+1.60H 2 15.52 9.00 0.67 0.67 0.60 0.85 8.92 Vu < PhiVc/2 Not Reqd 1 8.9 0.0 0.0 +1.40D+1.60H 2 15.59 9.00 0.65 0.65 0.65 0.75 8.87 Vu < PhiVc/2 Not Reqd 1 8.9 0.0 0.0 +1.40D+1.60H 2 15.67 9.00 0.62 0.62 0.70 0.67 8.82 Vu < PhiVc/2 Not Reqd 1 8.8 0.0 0.0 +1.40D+1.60H 2 15.75 9.00 0.59 0.59 0.74 0.60 8.78 Vu < PhiVc/2 Not Reqd 1 8.8 0.0 0.0 +1.40D+1.60H 2 15.83 9.00 0.56 0.56 0.79 0.54 8.74 Vu < PhiVc/2 Not Reqd 1 8.7 0.0 0.0 +1.40D+1.60H 2 15.90 9.00 0.53 0.53 0.83 0.48 8.71 Vu < PhiVc/2 Not Reqd 1 8.7 0.0 0.0 +1.40D+1.60H 2 15.98 9.00 0.51 0.51 0.87 0.44 8.68 Vu < PhiVc/2 Not Reqd 1 8.7 0.0 0.0 +1.40D+1.60H 2 16.06 9.00 0.48 0.48 0.91 0.40 8.66 Vu < PhiVc/2 Not Reqd 1 8.7 0.0 0.0 +1.40D+1.60H 2 16.13 9.00 0.45 0.45 0.94 0.36 8.64 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.40D+1.60H 2 16.21 9.00 0.42 0.42 0.98 0.32 8.62 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.40D+1.60H 2 16.29 9.00 0.39 0.39 1.01 0.29 8.60 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.40D+1.60H 2 16.37 9.00 0.37 0.37 1.04 0.26 8.58 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.40D+1.60H 2 16.44 9.00 0.34 0.34 1.06 0.24 8.57 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.40D+1.60H 2 16.52 9.00 0.31 0.31 1.09 0.21 8.55 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.40D+1.60H 2 16.60 9.00 0.28 0.28 1.11 0.19 8.54 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.40D+1.60H 2 16.68 9.00 0.25 0.25 1.13 0.17 8.53 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.40D+1.60H 2 16.75 9.00 0.22 0.22 1.15 0.15 8.51 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.40D+1.60H 2 16.83 9.00 0.20 0.20 1.17 0.13 8.50 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.40D+1.60H 2 16.91 9.00 0.17 0.17 1.18 0.11 8.49 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.40D+1.60H 2 16.98 9.00 0.14 0.14 1.19 0.09 8.48 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.40D+1.60H 2 17.06 9.00 0.11 0.11 1.20 0.07 8.47 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.40D+1.60H 2 17.14 9.00 0.08 0.08 1.21 0.05 8.46 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.40D+1.60H 2 17.22 9.00 0.06 0.06 1.22 0.03 8.45 Vu < PhiVc/2 Not Reqd 1 8.4 0.0 0.0 +1.40D+1.60H 2 17.29 9.00 0.03 0.03 1.22 0.02 8.44 Vu < PhiVc/2 Not Reqd 1 8.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 2 17.37 10.00 -0.00 0.00 1.64 0.00 9.37 Vu < PhiVc/2 Not Reqd 1 9.4 0.0 0.0 +1.40D+1.60H 2 17.45 9.00 -0.03 0.03 1.22 0.02 8.44 Vu < PhiVc/2 Not Reqd 1 8.4 0.0 0.0 +1.40D+1.60H 2 17.52 9.00 -0.06 0.06 1.22 0.03 8.45 Vu < PhiVc/2 Not Reqd 1 8.4 0.0 0.0 +1.40D+1.60H 2 17.60 9.00 -0.08 0.08 1.21 0.05 8.46 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.40D+1.60H 2 17.68 9.00 -0.11 0.11 1.20 0.07 8.47 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.40D+1.60H 2 17.76 9.00 -0.14 0.14 1.19 0.09 8.48 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.40D+1.60H 2 17.83 9.00 -0.17 0.17 1.18 0.11 8.49 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.40D+1.60H 2 17.91 9.00 -0.20 0.20 1.17 0.13 8.50 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.40D+1.60H 2 17.99 9.00 -0.22 0.22 1.15 0.15 8.51 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.40D+1.60H 2 18.06 9.00 -0.25 0.25 1.13 0.17 8.53 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.40D+1.60H 2 18.14 9.00 -0.28 0.28 1.11 0.19 8.54 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.40D+1.60H 2 18.22 9.00 -0.31 0.31 1.09 0.21 8.55 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.40D+1.60H 2 18.30 9.00 -0.34 0.34 1.06 0.24 8.57 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.40D+1.60H 2 18.37 9.00 -0.37 0.37 1.04 0.26 8.58 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.40D+1.60H 2 18.45 9.00 -0.39 0.39 1.01 0.29 8.60 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.40D+1.60H 2 18.53 9.00 -0.42 0.42 0.98 0.32 8.62 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.40D+1.60H 2 18.61 9.00 -0.45 0.45 0.94 0.36 8.64 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.40D+1.60H 2 18.68 9.00 -0.48 0.48 0.91 0.40 8.66 Vu < PhiVc/2 Not Reqd 1 8.7 0.0 0.0 +1.40D+1.60H 2 18.76 9.00 -0.51 0.51 0.87 0.44 8.68 Vu < PhiVc/2 Not Reqd 1 8.7 0.0 0.0 +1.40D+1.60H 2 18.84 9.00 -0.53 0.53 0.83 0.48 8.71 Vu < PhiVc/2 Not Reqd 1 8.7 0.0 0.0 +1.40D+1.60H 2 18.91 9.00 -0.56 0.56 0.79 0.54 8.74 Vu < PhiVc/2 Not Reqd 1 8.7 0.0 0.0 +1.40D+1.60H 2 18.99 9.00 -0.59 0.59 0.74 0.60 8.78 Vu < PhiVc/2 Not Reqd 1 8.8 0.0 0.0 +1.40D+1.60H 2 19.07 9.00 -0.62 0.62 0.70 0.67 8.82 Vu < PhiVc/2 Not Reqd 1 8.8 0.0 0.0 Concrete Beam Licensee : AHBL, INCLic. # : KW-06001735 Description :Structural Slab Skip loading, 3-span NW Gourmet Freezer Add'n Detailed Shear Information Load Combination Vu (k)Span Distance 'd'Comment Phi*Vs Req'd Phi*Vnd*Vu/MuMu (ft)(k)(in)(k)Actual Suggest(k-ft)Number (k) Spacing (in) Design Phi*Vc +1.40D+1.60H 2 19.15 9.00 -0.65 0.65 0.65 0.75 8.87 Vu < PhiVc/2 Not Reqd 1 8.9 0.0 0.0 +1.40D+1.60H 2 19.22 9.00 -0.67 0.67 0.60 0.85 8.92 Vu < PhiVc/2 Not Reqd 1 8.9 0.0 0.0 +1.40D+1.60H 2 19.30 9.00 -0.70 0.70 0.54 0.97 8.99 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.40D+1.60H 2 19.38 9.00 -0.73 0.73 0.49 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.40D+1.60H 2 19.45 9.00 -0.76 0.76 0.43 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.40D+1.60H 2 19.53 9.00 -0.79 0.79 0.37 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.40D+1.60H 2 19.61 9.00 -0.81 0.81 0.31 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.40D+1.60H 2 19.69 9.00 -0.84 0.84 0.24 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.40D+1.60H 2 19.76 9.00 -0.87 0.87 0.18 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.40D+1.60H 2 19.84 9.00 -0.90 0.90 0.11 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.40D+1.60H 2 19.92 9.00 -0.93 0.93 0.04 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.40D+1.60H 2 19.99 10.00 -0.96 0.96 0.03 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.40D+1.60H 2 20.07 10.00 -0.98 0.98 0.11 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.40D+1.60H 2 20.15 10.00 -1.01 1.01 0.19 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.40D+1.60H 2 20.23 10.00 -1.04 1.04 0.26 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.40D+1.60H 2 20.30 10.00 -1.07 1.07 0.35 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.40D+1.60H 2 20.38 10.00 -1.10 1.10 0.43 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.40D+1.60H 2 20.46 10.00 -1.12 1.12 0.52 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.40D+1.60H 2 20.54 10.00 -1.15 1.15 0.60 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.40D+1.60H 2 20.61 10.00 -1.18 1.18 0.69 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.40D+1.60H 2 20.69 10.00 -1.21 1.21 0.79 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.40D+1.60H 2 20.77 10.00 -1.24 1.24 0.88 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.40D+1.60H 2 20.84 10.00 -1.26 1.26 0.98 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.40D+1.60H 2 20.92 10.00 -1.29 1.29 1.07 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.40D+1.60H 2 21.00 10.00 -1.32 1.32 1.18 0.94 9.91 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.40D+1.60H 2 21.08 10.00 -1.35 1.35 1.28 0.88 9.88 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.40D+1.60H 2 21.15 10.00 -1.38 1.38 1.38 0.83 9.85 Vu < PhiVc/2 Not Reqd 1 9.8 0.0 0.0 +1.40D+1.60H 2 21.23 10.00 -1.41 1.41 1.49 0.79 9.82 Vu < PhiVc/2 Not Reqd 1 9.8 0.0 0.0 +1.40D+1.60H 2 21.31 10.00 -1.43 1.43 1.60 0.75 9.80 Vu < PhiVc/2 Not Reqd 1 9.8 0.0 0.0 +1.40D+1.60H 2 21.38 10.00 -1.46 1.46 1.71 0.71 9.78 Vu < PhiVc/2 Not Reqd 1 9.8 0.0 0.0 +1.40D+1.60H 2 21.46 10.00 -1.49 1.49 1.83 0.68 9.76 Vu < PhiVc/2 Not Reqd 1 9.8 0.0 0.0 +1.40D+1.60H 2 21.54 10.00 -1.52 1.52 1.94 0.65 9.74 Vu < PhiVc/2 Not Reqd 1 9.7 0.0 0.0 +1.40D+1.60H 2 21.62 10.00 -1.55 1.55 2.06 0.62 9.73 Vu < PhiVc/2 Not Reqd 1 9.7 0.0 0.0 +1.40D+1.60H 2 21.69 10.00 -1.57 1.57 2.18 0.60 9.72 Vu < PhiVc/2 Not Reqd 1 9.7 0.0 0.0 +1.40D+1.60H 2 21.77 10.00 -1.60 1.60 2.30 0.58 9.70 Vu < PhiVc/2 Not Reqd 1 9.7 0.0 0.0 +1.40D+1.60H 2 21.85 10.00 -1.63 1.63 2.43 0.56 9.69 Vu < PhiVc/2 Not Reqd 1 9.7 0.0 0.0 +1.40D+1.60H 2 21.92 10.00 -1.66 1.66 2.56 0.54 9.68 Vu < PhiVc/2 Not Reqd 1 9.7 0.0 0.0 +1.40D+1.60H 2 22.00 10.00 -1.69 1.69 2.68 0.52 9.67 Vu < PhiVc/2 Not Reqd 1 9.7 0.0 0.0 +1.40D+1.60H 2 22.08 10.00 -1.71 1.71 2.82 0.51 9.66 Vu < PhiVc/2 Not Reqd 1 9.7 0.0 0.0 +1.40D+1.60H 2 22.16 10.00 -1.74 1.74 2.95 0.49 9.65 Vu < PhiVc/2 Not Reqd 1 9.7 0.0 0.0 +1.40D+1.60H 2 22.23 10.00 -1.77 1.77 3.08 0.48 9.64 Vu < PhiVc/2 Not Reqd 1 9.6 0.0 0.0 +1.40D+1.60H 2 22.31 10.00 -1.80 1.80 3.22 0.47 9.64 Vu < PhiVc/2 Not Reqd 1 9.6 0.0 0.0 +1.40D+1.60H 2 22.39 10.00 -1.83 1.83 3.36 0.45 9.63 Vu < PhiVc/2 Not Reqd 1 9.6 0.0 0.0 +1.40D+1.60H 2 22.47 10.00 -1.85 1.85 3.50 0.44 9.62 Vu < PhiVc/2 Not Reqd 1 9.6 0.0 0.0 +1.40D+1.60H 2 22.54 10.00 -1.88 1.88 3.65 0.43 9.62 Vu < PhiVc/2 Not Reqd 1 9.6 0.0 0.0 +1.40D+1.60H 2 22.62 10.00 -1.91 1.91 3.80 0.42 9.61 Vu < PhiVc/2 Not Reqd 1 9.6 0.0 0.0 +1.40D+1.60H 2 22.70 10.00 -1.94 1.94 3.94 0.41 9.60 Vu < PhiVc/2 Not Reqd 1 9.6 0.0 0.0 +1.40D+1.60H 2 22.77 10.00 -1.97 1.97 4.09 0.40 9.60 Vu < PhiVc/2 Not Reqd 1 9.6 0.0 0.0 +1.40D+1.60H 2 22.85 10.00 -2.00 2.00 4.25 0.39 9.59 Vu < PhiVc/2 Not Reqd 1 9.6 0.0 0.0 +1.40D+1.60H 2 22.93 10.00 -2.02 2.02 4.40 0.38 9.59 Vu < PhiVc/2 Not Reqd 1 9.6 0.0 0.0 +1.40D+1.60H 2 23.01 10.00 -2.05 2.05 4.56 0.37 9.58 Vu < PhiVc/2 Not Reqd 1 9.6 0.0 0.0 +1.40D+1.60H 2 23.08 10.00 -2.08 2.08 4.72 0.37 9.58 Vu < PhiVc/2 Not Reqd 1 9.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 23.16 10.00 4.72 4.72 6.87 0.57 9.70 Vu < PhiVc/2 Not Reqd 1 9.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 23.24 10.00 4.66 4.66 6.50 0.60 9.71 Vu < PhiVc/2 Not Reqd 1 9.7 0.0 0.0 Concrete Beam Licensee : AHBL, INCLic. # : KW-06001735 Description :Structural Slab Skip loading, 3-span NW Gourmet Freezer Add'n Detailed Shear Information Load Combination Vu (k)Span Distance 'd'Comment Phi*Vs Req'd Phi*Vnd*Vu/MuMu (ft)(k)(in)(k)Actual Suggest(k-ft)Number (k) Spacing (in) Design Phi*Vc +1.20D+1.60L+0.50S+1.60H 3 23.31 10.00 4.61 4.61 6.15 0.62 9.73 Vu < PhiVc/2 Not Reqd 1 9.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 23.39 10.00 4.55 4.55 5.79 0.65 9.75 Vu < PhiVc/2 Not Reqd 1 9.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 23.47 10.00 4.50 4.50 5.44 0.69 9.77 Vu < PhiVc/2 Not Reqd 1 9.8 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 23.55 10.00 4.44 4.44 5.10 0.73 9.79 Vu < PhiVc/2 Not Reqd 1 9.8 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 23.62 10.00 4.39 4.39 4.76 0.77 9.81 Vu < PhiVc/2 Not Reqd 1 9.8 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 23.70 10.00 4.33 4.33 4.42 0.82 9.84 Vu < PhiVc/2 Not Reqd 1 9.8 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 23.78 10.00 4.28 4.28 4.09 0.87 9.87 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 23.85 10.00 4.22 4.22 3.76 0.94 9.91 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 23.93 10.00 4.17 4.17 3.44 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 24.01 10.00 4.11 4.11 3.12 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 24.09 10.00 4.06 4.06 2.80 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 24.16 10.00 4.00 4.00 2.49 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 24.24 10.00 3.95 3.95 2.19 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 24.32 10.00 3.89 3.89 1.88 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 24.40 10.00 3.84 3.84 1.58 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 24.47 10.00 3.78 3.78 1.29 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 24.55 10.00 3.73 3.73 1.00 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 24.63 10.00 3.67 3.67 0.72 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 24.70 10.00 3.62 3.62 0.43 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 24.78 10.00 3.56 3.56 0.16 1.00 9.95 Vu < PhiVc/2 Not Reqd 1 9.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 24.86 9.00 3.51 3.51 0.12 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 24.94 9.00 3.45 3.45 0.38 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 25.01 9.00 3.40 3.40 0.65 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 25.09 9.00 3.34 3.34 0.91 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 25.17 9.00 3.29 3.29 1.16 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 25.24 9.00 3.23 3.23 1.42 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 25.32 9.00 3.18 3.18 1.66 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 25.40 9.00 3.12 3.12 1.91 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 25.48 9.00 3.07 3.07 2.15 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 25.55 9.00 3.01 3.01 2.38 0.95 8.98 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 25.63 9.00 2.96 2.96 2.61 0.85 8.92 Vu < PhiVc/2 Not Reqd 1 8.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 25.71 9.00 2.90 2.90 2.84 0.77 8.88 Vu < PhiVc/2 Not Reqd 1 8.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 25.78 9.00 2.85 2.85 3.06 0.70 8.84 Vu < PhiVc/2 Not Reqd 1 8.8 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 25.86 9.00 2.79 2.79 3.28 0.64 8.80 Vu < PhiVc/2 Not Reqd 1 8.8 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 25.94 9.00 2.74 2.74 3.49 0.59 8.77 Vu < PhiVc/2 Not Reqd 1 8.8 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 26.02 9.00 2.68 2.68 3.70 0.54 8.75 Vu < PhiVc/2 Not Reqd 1 8.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 26.09 9.00 2.63 2.63 3.90 0.50 8.72 Vu < PhiVc/2 Not Reqd 1 8.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 26.17 9.00 2.57 2.57 4.10 0.47 8.70 Vu < PhiVc/2 Not Reqd 1 8.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 26.25 9.00 2.52 2.52 4.30 0.44 8.68 Vu < PhiVc/2 Not Reqd 1 8.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 26.33 9.00 2.46 2.46 4.49 0.41 8.67 Vu < PhiVc/2 Not Reqd 1 8.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 26.40 9.00 2.41 2.41 4.68 0.39 8.65 Vu < PhiVc/2 Not Reqd 1 8.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 26.48 9.00 2.35 2.35 4.86 0.36 8.64 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 26.56 9.00 2.30 2.30 5.04 0.34 8.63 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 26.63 9.00 2.24 2.24 5.22 0.32 8.62 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 26.71 9.00 2.19 2.19 5.39 0.30 8.61 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 26.79 9.00 2.13 2.13 5.56 0.29 8.60 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 26.87 9.00 2.08 2.08 5.72 0.27 8.59 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 26.94 9.00 2.02 2.02 5.88 0.26 8.58 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 27.02 9.00 1.97 1.97 6.03 0.24 8.57 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 27.10 9.00 1.91 1.91 6.18 0.23 8.56 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 27.17 9.00 1.86 1.86 6.33 0.22 8.56 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 27.25 9.00 1.80 1.80 6.47 0.21 8.55 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 27.33 9.00 1.75 1.75 6.60 0.20 8.54 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 27.41 9.00 1.69 1.69 6.74 0.19 8.54 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 Concrete Beam Licensee : AHBL, INCLic. # : KW-06001735 Description :Structural Slab Skip loading, 3-span NW Gourmet Freezer Add'n Detailed Shear Information Load Combination Vu (k)Span Distance 'd'Comment Phi*Vs Req'd Phi*Vnd*Vu/MuMu (ft)(k)(in)(k)Actual Suggest(k-ft)Number (k) Spacing (in) Design Phi*Vc +1.20D+1.60L+0.50S+1.60H 3 27.48 9.00 1.64 1.64 6.87 0.18 8.53 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 27.56 9.00 1.58 1.58 6.99 0.17 8.53 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 27.64 9.00 1.53 1.53 7.11 0.16 8.52 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 27.71 9.00 1.47 1.47 7.23 0.15 8.52 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 27.79 9.00 1.42 1.42 7.34 0.14 8.51 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 27.87 9.00 1.36 1.36 7.45 0.14 8.51 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 27.95 9.00 1.31 1.31 7.55 0.13 8.50 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 28.02 9.00 1.25 1.25 7.65 0.12 8.50 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 28.10 9.00 1.20 1.20 7.74 0.12 8.50 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 28.18 9.00 1.14 1.14 7.83 0.11 8.49 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 28.26 9.00 1.09 1.09 7.92 0.10 8.49 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 28.33 9.00 1.03 1.03 8.00 0.10 8.49 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 28.41 9.00 0.98 0.98 8.08 0.09 8.48 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 28.49 9.00 0.92 0.92 8.15 0.08 8.48 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 28.56 9.00 0.87 0.87 8.22 0.08 8.48 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 28.64 9.00 0.81 0.81 8.28 0.07 8.47 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 28.72 9.00 0.76 0.76 8.35 0.07 8.47 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 28.80 9.00 0.70 0.70 8.40 0.06 8.47 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 28.87 9.00 0.65 0.65 8.45 0.06 8.46 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 28.95 9.00 0.59 0.59 8.50 0.05 8.46 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 29.03 9.00 0.54 0.54 8.55 0.05 8.46 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 29.10 9.00 0.48 0.48 8.58 0.04 8.45 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 29.18 9.00 0.43 0.43 8.62 0.04 8.45 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 29.26 9.00 0.37 0.37 8.65 0.03 8.45 Vu < PhiVc/2 Not Reqd 1 8.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 29.34 9.00 0.32 0.32 8.68 0.03 8.45 Vu < PhiVc/2 Not Reqd 1 8.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 29.41 9.00 0.26 0.26 8.70 0.02 8.44 Vu < PhiVc/2 Not Reqd 1 8.4 0.0 0.0 +1.40D+1.60H 3 29.49 9.00 0.22 0.22 3.84 0.04 8.46 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.40D+1.60H 3 29.57 9.00 0.20 0.20 3.85 0.04 8.45 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.40D+1.60H 3 29.64 9.00 0.17 0.17 3.87 0.03 8.45 Vu < PhiVc/2 Not Reqd 1 8.4 0.0 0.0 +1.40D+1.60H 3 29.72 9.00 0.14 0.14 3.88 0.03 8.45 Vu < PhiVc/2 Not Reqd 1 8.4 0.0 0.0 +1.40D+1.60H 3 29.80 9.00 0.11 0.11 3.89 0.02 8.44 Vu < PhiVc/2 Not Reqd 1 8.4 0.0 0.0 +1.40D+1.60H 3 29.88 9.00 0.08 0.08 3.90 0.02 8.44 Vu < PhiVc/2 Not Reqd 1 8.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 29.95 9.00 -0.12 0.12 8.74 0.01 8.44 Vu < PhiVc/2 Not Reqd 1 8.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 30.03 9.00 -0.18 0.18 8.73 0.02 8.44 Vu < PhiVc/2 Not Reqd 1 8.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 30.11 9.00 -0.23 0.23 8.71 0.02 8.44 Vu < PhiVc/2 Not Reqd 1 8.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 30.19 9.00 -0.29 0.29 8.69 0.02 8.44 Vu < PhiVc/2 Not Reqd 1 8.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 30.26 9.00 -0.34 0.34 8.67 0.03 8.45 Vu < PhiVc/2 Not Reqd 1 8.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 30.34 9.00 -0.40 0.40 8.64 0.03 8.45 Vu < PhiVc/2 Not Reqd 1 8.4 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 30.42 9.00 -0.45 0.45 8.61 0.04 8.45 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 30.49 9.00 -0.51 0.51 8.57 0.04 8.46 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 30.57 9.00 -0.56 0.56 8.53 0.05 8.46 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 30.65 9.00 -0.62 0.62 8.48 0.05 8.46 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 30.73 9.00 -0.67 0.67 8.43 0.06 8.46 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 30.80 9.00 -0.73 0.73 8.38 0.07 8.47 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 30.88 9.00 -0.78 0.78 8.32 0.07 8.47 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 30.96 9.00 -0.84 0.84 8.26 0.08 8.47 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 31.03 9.00 -0.89 0.89 8.19 0.08 8.48 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 31.11 9.00 -0.95 0.95 8.12 0.09 8.48 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 31.19 9.00 -1.00 1.00 8.04 0.09 8.48 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 31.27 9.00 -1.06 1.06 7.97 0.10 8.49 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 31.34 9.00 -1.11 1.11 7.88 0.11 8.49 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 31.42 9.00 -1.17 1.17 7.79 0.11 8.49 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 31.50 9.00 -1.22 1.22 7.70 0.12 8.50 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 31.57 9.00 -1.28 1.28 7.61 0.13 8.50 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 Concrete Beam Licensee : AHBL, INCLic. # : KW-06001735 Description :Structural Slab Skip loading, 3-span NW Gourmet Freezer Add'n Detailed Shear Information Load Combination Vu (k)Span Distance 'd'Comment Phi*Vs Req'd Phi*Vnd*Vu/MuMu (ft)(k)(in)(k)Actual Suggest(k-ft)Number (k) Spacing (in) Design Phi*Vc +1.20D+1.60L+0.50S+1.60H 3 31.65 9.00 -1.33 1.33 7.50 0.13 8.51 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 31.73 9.00 -1.39 1.39 7.40 0.14 8.51 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 31.81 9.00 -1.44 1.44 7.29 0.15 8.52 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 31.88 9.00 -1.50 1.50 7.18 0.16 8.52 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 31.96 9.00 -1.55 1.55 7.06 0.16 8.53 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 32.04 9.00 -1.61 1.61 6.94 0.17 8.53 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 32.12 9.00 -1.66 1.66 6.81 0.18 8.54 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 32.19 9.00 -1.72 1.72 6.68 0.19 8.54 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 32.27 9.00 -1.77 1.77 6.55 0.20 8.55 Vu < PhiVc/2 Not Reqd 1 8.5 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 32.35 9.00 -1.83 1.83 6.41 0.21 8.55 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 32.42 9.00 -1.88 1.88 6.26 0.23 8.56 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 32.50 9.00 -1.94 1.94 6.12 0.24 8.57 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 32.58 9.00 -1.99 1.99 5.97 0.25 8.57 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 32.66 9.00 -2.05 2.05 5.81 0.26 8.58 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 32.73 9.00 -2.10 2.10 5.65 0.28 8.59 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 32.81 9.00 -2.16 2.16 5.49 0.29 8.60 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 32.89 9.00 -2.21 2.21 5.32 0.31 8.61 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 32.96 9.00 -2.27 2.27 5.14 0.33 8.62 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 33.04 9.00 -2.32 2.32 4.97 0.35 8.63 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 33.12 9.00 -2.38 2.38 4.79 0.37 8.65 Vu < PhiVc/2 Not Reqd 1 8.6 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 33.20 9.00 -2.43 2.43 4.60 0.40 8.66 Vu < PhiVc/2 Not Reqd 1 8.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 33.27 9.00 -2.49 2.49 4.41 0.42 8.68 Vu < PhiVc/2 Not Reqd 1 8.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 33.35 9.00 -2.54 2.54 4.22 0.45 8.69 Vu < PhiVc/2 Not Reqd 1 8.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 33.43 9.00 -2.60 2.60 4.02 0.48 8.71 Vu < PhiVc/2 Not Reqd 1 8.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 33.50 9.00 -2.65 2.65 3.82 0.52 8.73 Vu < PhiVc/2 Not Reqd 1 8.7 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 33.58 9.00 -2.71 2.71 3.61 0.56 8.76 Vu < PhiVc/2 Not Reqd 1 8.8 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 33.66 9.00 -2.76 2.76 3.40 0.61 8.78 Vu < PhiVc/2 Not Reqd 1 8.8 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 33.74 9.00 -2.82 2.82 3.18 0.66 8.81 Vu < PhiVc/2 Not Reqd 1 8.8 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 33.81 9.00 -2.87 2.87 2.96 0.73 8.85 Vu < PhiVc/2 Not Reqd 1 8.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 33.89 9.00 -2.92 2.92 2.74 0.80 8.89 Vu < PhiVc/2 Not Reqd 1 8.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 33.97 9.00 -2.98 2.98 2.51 0.89 8.95 Vu < PhiVc/2 Not Reqd 1 8.9 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 34.05 9.00 -3.03 3.03 2.28 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 34.12 9.00 -3.09 3.09 2.04 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 34.20 9.00 -3.14 3.14 1.80 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 34.28 9.00 -3.20 3.20 1.56 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 34.35 9.00 -3.25 3.25 1.31 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 34.43 9.00 -3.31 3.31 1.06 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 34.51 9.00 -3.36 3.36 0.80 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 34.59 9.00 -3.42 3.42 0.54 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 34.66 9.00 -3.47 3.47 0.27 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 +1.20D+1.60L+0.50S+1.60H 3 34.74 9.00 -3.53 3.53 0.00 1.00 9.01 Vu < PhiVc/2 Not Reqd 1 9.0 0.0 0.0 .Maximum Forces & Stresses for Load Combinations Span # Bending Stress Results ( k-ft )Location (ft)Load Combination Mu : Max Stress Ratio Segment Length Phi*Mnxin Span MAXimum BENDING Envelope Span # 1 1 11.580 8.75 13.41 0.65 Span # 2 2 11.580 -6.87 16.44 0.42 Span # 3 3 11.580 8.75 13.41 0.65 +1.40D+1.60H Span # 1 1 11.580 3.90 13.41 0.29 Span # 2 2 11.580 -4.88 16.44 0.30 Span # 3 3 11.580 -4.88 16.44 0.30 +1.20D+0.50Lr+1.60L+1.60H Span # 1 1 11.580 8.75 13.41 0.65 Span # 2 2 11.580 -6.87 16.44 0.42 Span # 3 3 11.580 8.75 13.41 0.65 Concrete Beam Licensee : AHBL, INCLic. # : KW-06001735 Description :Structural Slab Skip loading, 3-span NW Gourmet Freezer Add'n Span # Bending Stress Results ( k-ft )Location (ft)Load Combination Mu : Max Stress Ratio Segment Length Phi*Mnxin Span +1.20D+1.60L+0.50S+1.60H Span # 1 1 11.580 8.75 13.41 0.65 Span # 2 2 11.580 -6.87 16.44 0.42 Span # 3 3 11.580 8.75 13.41 0.65 +1.20D+1.60Lr+0.50L+1.60H Span # 1 1 11.580 5.03 13.41 0.37 Span # 2 2 11.580 -5.02 16.44 0.31 Span # 3 3 11.580 5.03 13.41 0.37 +1.20D+1.60Lr+0.50W+1.60H Span # 1 1 11.580 3.35 13.41 0.25 Span # 2 2 11.580 -4.18 16.44 0.25 Span # 3 3 11.580 -4.18 16.44 0.25 +1.20D+0.50L+1.60S+1.60H Span # 1 1 11.580 5.03 13.41 0.37 Span # 2 2 11.580 -5.02 16.44 0.31 Span # 3 3 11.580 5.03 13.41 0.37 +1.20D+1.60S+0.50W+1.60H Span # 1 1 11.580 3.35 13.41 0.25 Span # 2 2 11.580 -4.18 16.44 0.25 Span # 3 3 11.580 -4.18 16.44 0.25 +1.20D+0.50Lr+0.50L+W+1.60H Span # 1 1 11.580 5.03 13.41 0.37 Span # 2 2 11.580 -5.02 16.44 0.31 Span # 3 3 11.580 5.03 13.41 0.37 +1.20D+0.50L+0.50S+W+1.60H Span # 1 1 11.580 5.03 13.41 0.37 Span # 2 2 11.580 -5.02 16.44 0.31 Span # 3 3 11.580 5.03 13.41 0.37 +1.20D+0.50L+0.20S+E+1.60H Span # 1 1 11.580 5.03 13.41 0.37 Span # 2 2 11.580 -5.02 16.44 0.31 Span # 3 3 11.580 5.03 13.41 0.37 +0.90D+W+0.90H Span # 1 1 11.580 2.51 13.41 0.19 Span # 2 2 11.580 -3.14 16.44 0.19 Span # 3 3 11.580 -3.14 16.44 0.19 +0.90D+E+0.90H Span # 1 1 11.580 2.51 13.41 0.19 Span # 2 2 11.580 -3.14 16.44 0.19 Span # 3 3 11.580 -3.14 16.44 0.19 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+L+H+D+L+H 1 0.0245 5.327 -0.0009 11.812 L Only+D+L+H 2 0.0010 11.812 -0.0090 5.790 +D+L+H 3 0.0245 6.253 0.0000 5.790