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1 Appendix Table of Contents: Page: I. Appendix A Existing Conditions Calculations o Design Loads o Seismic Calculations o Wind Calculations o Spot Checks II. Appendix B Proposed Calculations ANTHONY PACITTI JR. PAGE 31 STRUCTURAL OPTION
2 APPENDIX A ANTHONY PACITTI JR. PAGE 32 STRUCTURAL OPTION
3 ANTHONY PACITTI JR. PAGE 33 STRUCTURAL OPTION
4 ANTHONY PACITTI JR. PAGE 34 STRUCTURAL OPTION
5 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 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 Ground 0 Total
6 ANTHONY PACITTI JR. PAGE 35 STRUCTURAL OPTION
7 APPENDIX B ` ANTHONY PACITTI JR. PAGE 36 STRUCTURAL OPTION
8 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 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 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 Ground 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 Ground
9 Calculations of Negative and Positive Moments for East- West Slab Strip 2 East West Slab Strip 2 A-2 B2 I2 J2 l l-n l wu Mo Coeff Moments Total column moments Calculations of negative and Positive Moments for East-West Strip 1 Strip 1 A-1 B-1 I-2 J-2 l l-n l-2 edge wu Mo Coeff Moments column moment from slab load Wall Load Wall Mo Coeff Moments Column Moments from wall load Total Column Moments
10 Calculations of Negative and Positive Moments for North -South Strip A B-1 B-2 B-3 B-4 North -South l l-n l wu Mo Coeff Moments Sum of column moments Strip B A-1 A-2 A-3 A-4 l l-n l-2 edge wu Mo Coeff Moments column moments from slab load Wall Load Wall Mo Coeff Moments Column Moments from wall load Total Column Moments
11 East -West Divison of Moment to Column and Middle Strip Length of Strip Column Strip Middle Strip Column Strip Middle Strip Edge Column Exterior Negative Moment Moment Coeff Moment to Column and Middle Strips Wall Moment Total Moment in Strip As required(in^2) Min As (in^2) #4 10 #5 bar Steel 18 #5 8" 7" 18 #5 8" 17 As of Steel Used End Span Positive Moments Moment Coeff Moment to Column and Middle Strips Wall Moment Total Moment in Strip As required(in^2) Min As (in^2) Steel 15 #6 10" 15 #5 10" 15 #6 10" 15 #5 10" 9 #6 As of Steel Used First Interior Negative Moment Moment Coeff Moment to Column and Middle Strips Wall Moment Total Moment in Strip As required(in^2) Min As (in^2) Steel 25#6 6" 20 #4 7" 25#6 6" 17 #4 14 #6 As of Steel Used Interior Positive Moments Moment Coeff Moment to Column and Middle Strips Wall Moment Total Moment in Strip As required(in^2) Min As (in^2) Steel 15#5 10" 20 #4 7" 15#5 10" 17 #4 11 #5 As of Steel Used
12 North South Divison of Moment to Column and Middle Strip Length of Strip (ft) Column Strip Middle Strip Column Strip Middle Strip Edge Column Exterior Negative Moment Moment Coeff Moment to Column and Middle Strips Wall Moment Total Moment in Strip As required(in^2) Min As (in^2) Steel 15#5 10" 17 #5 10" 15#5 10" 17 #5 10" 14 #4 As of Steel Used End Span Positive Moments Moment Coeff Moment to Column and Middle Strips Wall Moment Total Moment in Strip As required(in^2) Min As (in^2) Steel 18 #5 8" 17 #5 10" 18 #5 8" 17 #5 10" 11 #5 As of Steel Used First Interior Negative Moment Moment Coeff Moment to Column and Middle Strips Wall Moment Total Moment in Strip As required(in^2) Min As (in^2) Steel 15 #7 6" 17 #5 10" 15 #7 6" 17 #5 10" 9 #7 As of Steel Used Interior Positive Moments Moment Coeff Moment to Column and Middle Strips Wall Moment Total Moment in Strip As required(in^2) Min As (in^2) Steel 12 #5 12" 17 #5 10" 12 #5 12" 17 #5 10" 15 #4 As of Steel Used
13 ANTHONY PACITTI JR. PAGE 37 STRUCTURAL OPTION
14 ANTHONY PACITTI JR. PAGE 38 STRUCTURAL OPTION
15 ANTHONY PACITTI JR. PAGE 39 STRUCTURAL OPTION
16 ANTHONY PACITTI JR. PAGE 40 STRUCTURAL OPTION
17 ANTHONY PACITTI JR. PAGE 41 STRUCTURAL OPTION
18 ANTHONY PACITTI JR. PAGE 42 STRUCTURAL OPTION
19 ANTHONY PACITTI JR. PAGE 43 STRUCTURAL OPTION
20 ANTHONY PACITTI JR. PAGE 44 STRUCTURAL OPTION
21 ANTHONY PACITTI JR. PAGE 45 STRUCTURAL OPTION
22 ANTHONY PACITTI JR. PAGE 46 STRUCTURAL OPTION
23 ANTHONY PACITTI JR. PAGE 47 STRUCTURAL OPTION
24 ANTHONY PACITTI JR. PAGE 48 STRUCTURAL OPTION
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