Appendix Table of Contents: Page: I. Appendix A 30 1. Existing Conditions Calculations o Design Loads o Seismic Calculations o Wind Calculations o Spot Checks II. Appendix B... 35 2. Proposed Calculations ANTHONY PACITTI JR. PAGE 31 STRUCTURAL OPTION
APPENDIX A ANTHONY PACITTI JR. PAGE 32 STRUCTURAL OPTION
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West- East Story Elevations Tributary Windward Pressure Design Windward Velocity Pressure Design Windward Windward Wind Leeward Pressure Design Leeward Velocity Pressure Design Leeward Design Leeward of Floor Height Coef. Pressure Force Coef Pressure Force Wind Load 4 45 15 0.787 13.865 9.43 14.14 0.91 16.039-6.82-10.23 24.37 3 30 15 0.701 12.348 8.40 12.60 0.91 16.039-6.82-10.23 22.82 2 15 15 0.575 10.130 6.89 10.33 0.91 16.039-6.82-10.23 20.56 Ground 0 North South Elevations Tributary Windward Design Design Windward Leeward Design Design Design Total Story Pressure Windward Leeward Leeward Windward Wind Pressure Velocity Velocity Velocity Leeward of Floor Height Coef. Pressure Pressure Force Coef Pressure Pressure Force Wind Load 4 45 15 0.787 13.865 9.43 38.18 0.91 16.039-6.82-27.61 65.79 3 30 15 0.701 12.348 8.40 34.01 0.91 16.039-6.82-27.61 61.61 2 15 15 0.575 10.130 6.89 27.90 0.91 16.039-6.82-27.61 55.51 Ground 0 Total
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APPENDIX B ` ANTHONY PACITTI JR. PAGE 36 STRUCTURAL OPTION
West- East Story Elevations of Floor Tributary Height Windward Pressure Coef. Design Windward Velocity Pressure Design Windward Pressure Windward Wind Force Leeward Pressure Coef Design Leeward Velocity Pressure Design Leeward Pressure Design Leeward Force Total Wind Load Roof 75 7.5 0.910 16.044 10.91 8.18 0.91 16.039-6.82-5.11 13.29 5 60 15 0.854 15.053 10.24 15.35 0.91 16.039-6.82-10.23 25.58 4 45 15 0.787 13.865 9.43 14.14 0.91 16.039-6.82-10.23 24.37 3 30 15 0.701 12.348 8.40 12.60 0.91 16.039-6.82-10.23 22.82 2 15 15 0.575 10.130 6.89 10.33 0.91 16.039-6.82-10.23 20.56 Ground 0 North South Story Elevations of Floor Tributary Height Windward Pressure Coef. Design Windward Velocity Pressure Design Windward Pressure Windward Wind Force Leeward Pressure Coef Design Leeward Velocity Pressure Design Leeward Pressure Design Leeward Force Total Wind Load Roof 75 7.5 0.910 16.044 10.91 22.09 0.91 16.039-6.82-13.80 35.90 5 60 15 0.854 15.053 10.24 41.46 0.91 16.039-6.82-27.61 69.06 4 45 15 0.787 13.865 9.43 38.18 0.91 16.039-6.82-27.61 65.79 3 30 15 0.701 12.348 8.40 34.01 0.91 16.039-6.82-27.61 61.61 2 15 15 0.575 10.130 6.89 27.90 0.91 16.039-6.82-27.61 55.51 Ground 0 Computations of Total Unfactored Story Shears and Moments at Floor Levels (North- South) Story Unfactored Wind Load Height Story Shear Moment at Floor Level Roof 171.20 15.00 171.20 2568.00 5 151.93 15.00 323.13 7414.95 4 113.95 15.00 437.08 13971.15 3 75.97 15.00 513.05 21666.90 2 37.97 15.00 551.02 29932.20 Ground 0.00 75553.20 Computations of Total Unfactored Story Shears and Moments at Floor Levels (East - West) Story Moment at Unfactored Wind Load Height Story Shear Floor Level Roof 13.29 15.00 13.29 199.42 5 25.58 15.00 38.87 782.53 4 24.37 15.00 63.24 1731.15 3 22.82 15.00 86.06 3022.07 2 20.56 15.00 106.62 4621.35 Ground 0.00 10356.51
Calculations of Negative and Positive Moments for East- West Slab Strip 2 East West Slab Strip 2 A-2 B2 I2 J2 l-1 30.00 30.00 30.00 l-n 28.17 28.17 28.17 l-2 25.00 25.00 25.00 wu 0.37 0.37 0.37 Mo 909.91 909.91 909.91 Coeff. -0.26 0.52-0.70-0.65 0.35-0.65-0.70 0.52-0.26 Moments -236.58 473.15-636.94-591.44 318.47-591.44-636.94 473.15-236.58 Total column moments -236.58-226.30-226.30-236.58 Calculations of negative and Positive Moments for East-West Strip 1 Strip 1 A-1 B-1 I-2 J-2 l-1 30.00 30.00 30.00 l-n 28.17 28.17 28.17 l-2 edge 12.75 12.75 12.75 wu 0.37 0.37 0.37 Mo 464.05 464.05 464.05 Coeff. -0.26 0.52-0.70-0.65 0.35-0.65-0.70 0.52-0.26 Moments -120.65 241.31-324.84-301.63 162.42-301.63-324.84 241.31-120.65 column moment from slab load -120.65-115.40-115.40-120.65 Wall Load 0.42 0.42 0.42 Wall Mo 41.65 41.65 41.65 Coeff. -0.26 0.52-0.70-0.26 0.52-0.70-0.26 0.52-0.70 Moments -10.83 21.66-29.16-10.83 21.66-29.16-10.83 21.66-29.16 Column Moments from wall load -10.83-18.33-18.33-29.16 Total Column Moments -131.48-133.73-133.73-149.81
Calculations of Negative and Positive Moments for North -South Strip A B-1 B-2 B-3 B-4 North -South l-1 25.00 25.00 25.00 l-n 23.17 23.17 23.17 l-2 30.00 30.00 30.00 wu 0.37 0.37 0.37 Mo 738.65 738.65 738.65 Coeff. -0.26 0.52-0.70-0.65 0.35-0.65-0.70 0.52-0.26 Moments -192.05 384.10-517.05-480.12 258.53-480.12-517.05 384.10-192.05 Sum of column moments -192.05-183.70-183.70-183.70-183.70-183.70-192.05 Strip B A-1 A-2 A-3 A-4 l-1 25.00 25.00 25.00 l-n 23.17 23.17 23.17 l-2 edge 16.25 16.25 16.25 wu 0.37 0.37 0.37 Mo 400.10 400.10 400.10 Coeff. -0.26 0.52-0.70-0.65 0.35-0.65-0.70 0.52-0.26 Moments -104.03 208.05-280.07-260.07 140.04-260.07-280.07 208.05-104.03 column moments from slab load -104.03-99.50-99.50-99.50-104.03 Wall Load 0.42 0.42 0.42 Wall Mo 28.18 28.18 28.18 Coeff. -0.26 0.52-0.70-0.26 0.52-0.70-0.26 0.52-0.70 Moments -7.33 14.65-19.72-7.33 14.65-19.72-7.33 14.65-19.72 Column Moments from wall load -7.33-12.40-12.40-19.72 Total Column Moments -111.35-111.89-111.89-111.89-111.89-123.75
East -West Divison of Moment to Column and Middle Strip Length of Strip 12.5 12.5 12.5 11.5 7.5 Column Strip Middle Strip Column Strip Middle Strip Edge Column Exterior Negative Moment -236.58-236.58 0.00-120.65 Moment Coeff. 1.00 0.00 1.00 0.00 1.00 Moment to Column and Middle Strips -236.58 0.00-236.58 0.00-120.65 Wall Moment 0.00 0.00 0.00 0.00-10.83 Total Moment in Strip -236.58 0.00-236.58 0.00-131.48 As required(in^2) 5.39 0.00 5.39 0.00 3.00 Min As (in^2) 3.60 3.60 3.60 3.31 2.16 20 #4 bar @ 10 #5 bar Steel 18 #5 bars @ 8" 7" 18 #5 bars @ 8" 17 #4 bar @8" @9" As of Steel Used 5.58 4.00 5.58 3.40 3.10 End Span Positive Moments 473.15 473.15 241.31 Moment Coeff. 0.60 0.20 0.20 0.60 0.20 0.40 0.60 Moment to Column and Middle Strips 283.89 94.63 94.63 283.89 94.63 0.00 96.52 144.78 Wall Moment 0.00 0.00 0.00 0.00 21.66 Total Moment in Strip 283.89 189.26 283.89 191.15 166.44 As required(in^2) 6.47 4.31 6.47 4.36 3.79 Min As (in^2) 3.60 3.60 3.60 3.31 2.16 Steel 15 #6 bars @ 10" 15 #5 bar @ 10" 15 #6 bars @ 10" 15 #5 bar @ 10" 9 #6 bar @10" As of Steel Used 6.60 4.65 6.60 4.65 3.96 First Interior Negative Moment -591.44-591.44-301.63 Moment Coeff. 0.75 0.125 0.125 0.75 0.125 0.25 0.75 Moment to Column and Middle Strips -443.58-73.93-73.93-443.58-73.93 0.00-75.41-226.23 Wall Moment 0.00 0.00 0.00 0.00-29.60 Total Moment in Strip -443.58-147.86-443.58-149.34-255.83 As required(in^2) 10.11 3.37 10.11 3.40 5.83 Min As (in^2) 3.60 3.60 3.60 3.31 2.16 Steel 25#6 bars @ 6" 20 #4 bar @ 7" 25#6 bars @ 6" 17 #4 bar @8" 14 #6 bar @6" As of Steel Used 11.00 4.00 11.00 3.40 6.16 Interior Positive Moments 318.47 318.47 162.42 Moment Coeff. 0.60 0.200 0.200 0.60 0.200 0.40 0.60 Moment to Column and Middle Strips 191.08 63.69 63.69 191.08 63.69 0.00 64.97 97.45 Wall Moment 0.00 0.00 0.00 0.00 41.65 Total Moment in Strip 191.08 127.39 191.08 128.66 139.10 As required(in^2) 4.36 2.90 4.36 2.93 3.17 Min As (in^2) 3.60 3.60 3.60 3.31 2.16 Steel 15#5 bars @ 10" 20 #4 bar @ 7" 15#5 bars @ 10" 17 #4 bar @8" 11 #5 bars @8" As of Steel Used 4.65 4.00 4.65 3.40 3.41
North South Divison of Moment to Column and Middle Strip Length of Strip (ft) 12.5 17.5 12.5 17.5 7.5 Column Strip Middle Strip Column Strip Middle Strip Edge Column Exterior Negative Moment -192.05-192.05 0.00-104.03 Moment Coeff. 1.00 0.00 1.00 0.00 1.00 Moment to Column and Middle Strips -192.05 0.00-192.05 0.00-104.03 Wall Moment 0.00 0.00 0.00 0.00-7.33 Total Moment in Strip -192.05 0.00-192.05 0.00-111.35 As required(in^2) 4.38 0.00 4.38 0.00 2.54 Min As (in^2) 3.60 5.04 3.60 5.04 2.16 Steel 15#5 bars @ 10" 17 #5 bar @ 10" 15#5 bars @ 10" 17 #5 bar @ 10" 14 #4 bar @6" As of Steel Used 4.65 5.27 4.65 5.27 2.80 End Span Positive Moments 384.10 384.10 208.05 Moment Coeff. 0.60 0.20 0.20 0.60 0.20 0.40 0.60 Moment to Column and Middle Strips 230.46 76.82 76.82 230.46 76.82 0.00 83.22 124.83 Wall Moment 0.00 0.00 0.00 0.00 14.65 Total Moment in Strip 230.46 153.64 230.46 160.04 139.48 As required(in^2) 5.25 3.50 5.25 3.65 3.18 Min As (in^2) 3.60 5.04 3.60 5.04 2.16 Steel 18 #5 bars @ 8" 17 #5 bar @ 10" 18 #5 bars @ 8" 17 #5 bar @ 10" 11 #5 bars @8" As of Steel Used 5.58 5.27 5.58 5.27 3.41 First Interior Negative Moment -517.05-517.05-280.07 Moment Coeff. 0.75 0.125 0.125 0.75 0.125 0.25 0.75 Moment to Column and Middle Strips -387.79-64.63-64.63-387.79-64.63 0.00-70.02-210.05 Wall Moment 0.00 0.00 0.00 0.00-19.72 Total Moment in Strip -387.79-129.26-387.79-134.65-229.78 As required(in^2) 8.84 2.95 8.84 3.07 5.24 Min As (in^2) 3.60 5.04 3.60 5.04 2.16 Steel 15 #7 bars @ 6" 17 #5 bar @ 10" 15 #7 bars @ 6" 17 #5 bar @ 10" 9 #7 bar @10" As of Steel Used 9.00 5.27 9.00 5.27 5.40 Interior Positive Moments 258.53 258.53 140.04 Moment Coeff. 0.60 0.200 0.200 0.60 0.200 0.40 0.60 Moment to Column and Middle Strips 155.12 51.71 51.71 155.12 51.71 0.00 56.01 84.02 Wall Moment 0.00 0.00 0.00 0.00 28.18 Total Moment in Strip 155.12 103.41 155.12 107.72 112.20 As required(in^2) 3.54 2.36 3.54 2.46 2.56 Min As (in^2) 3.60 5.04 3.60 5.04 2.16 Steel 12 #5 bars @ 12" 17 #5 bar @ 10" 12 #5 bars @ 12" 17 #5 bar @ 10" 15 #4 bars @6" As of Steel Used 3.72 5.27 3.72 5.27 3.00
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