| Preface |
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xiii | |
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1 | (1) |
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1 | (1) |
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Earthquake-Resistant Design |
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2 | (48) |
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2 | (1) |
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Nature of Earthquake Motion |
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2 | (2) |
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4 | (2) |
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Evolution of U.S. Seismic Codes |
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6 | (3) |
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Evolution of Seismic Design Criteria |
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9 | (1) |
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Response of Concrete Buildings to Seismic Forces |
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10 | (1) |
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11 | (2) |
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Seismic Response of Shear Walls |
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13 | (1) |
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Seismic Response of Frames |
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14 | (1) |
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14 | (1) |
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Seismic Design Requirements of the 2000 IBC |
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15 | (1) |
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15 | (2) |
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17 | (2) |
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19 | (2) |
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21 | (2) |
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23 | (13) |
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Seismic-Force-Resisting Systems |
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36 | (4) |
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40 | (3) |
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Structural Component Load Effects |
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43 | (2) |
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45 | (1) |
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Impact of the 2000 IBC Seismic Design Provisions |
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46 | (1) |
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Comparison: 2000 IBC and 1999 BOCA/NBC |
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47 | (1) |
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Comparison: 2000 IBC and 1997 UBC |
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47 | (1) |
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Comparison: 2000 IBC and 1999 SBC |
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48 | (1) |
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49 | (1) |
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50 | (9) |
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50 | (1) |
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Response of Concrete Buildings to Wind Forces |
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51 | (1) |
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Wind Design Requirements of the 2000 IBC |
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52 | (1) |
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Simplified Provisions for Low-rise Buildings |
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52 | (1) |
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Wind Loads According to ASCE 7-98 |
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53 | (6) |
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59 | |
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Office Building with Dual and Moment-Resisting Frame Systems |
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1 | (1) |
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1 | (1) |
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1 | (27) |
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1 | (2) |
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3 | (1) |
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3 | (7) |
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Design for Combined Load Effects |
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10 | (3) |
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13 | (1) |
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14 | (5) |
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19 | (4) |
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Design of Shear Wall on Line 7 |
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23 | (5) |
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28 | (24) |
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28 | (1) |
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29 | (1) |
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Seismic Design Category (SDC) |
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29 | (1) |
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30 | (3) |
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33 | (1) |
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Story Drift and P-delta Effects |
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34 | (2) |
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36 | (1) |
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36 | (1) |
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36 | (1) |
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Design for Combined Load Effects |
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37 | (1) |
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37 | (1) |
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38 | (5) |
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43 | (4) |
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Design of Shear Wall on Line 7 |
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47 | (5) |
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52 | (45) |
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52 | (2) |
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54 | (1) |
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Seismic Design Category (SDC) |
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54 | (1) |
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55 | (3) |
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58 | (1) |
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Story Drift and P-delta Effects |
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59 | (2) |
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61 | (2) |
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63 | (1) |
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63 | (1) |
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63 | (1) |
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Design for Combined Load Effects |
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63 | (1) |
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63 | (4) |
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67 | (9) |
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76 | (8) |
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Design of Beam-Column Joint |
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84 | (5) |
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Design of Shear Wall on Line 7 |
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89 | (8) |
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97 | (43) |
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98 | (1) |
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99 | (1) |
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Seismic Design Category (SDC) |
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99 | (1) |
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100 | (3) |
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103 | (1) |
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Story Drift and P-delta Effects |
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104 | (2) |
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106 | (1) |
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107 | (1) |
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Design for Combined Load Effects |
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108 | (1) |
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108 | (3) |
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111 | (8) |
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119 | (9) |
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Design of Beam-Column Joint |
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128 | (4) |
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Design of Shear Wall on Line 7 |
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132 | (8) |
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140 | |
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Residential Building with Shear Wall-Frame Interactive and Building Frame Systems |
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1 | (1) |
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1 | (1) |
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1 | (31) |
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1 | (2) |
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3 | (1) |
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4 | (6) |
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Design for Combined Load Effects |
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10 | (1) |
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11 | (1) |
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12 | (14) |
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26 | (1) |
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Design of Shear Wall on Line 4 |
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27 | (5) |
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32 | (14) |
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33 | (1) |
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33 | (1) |
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Seismic Design Category (SDC) |
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33 | (1) |
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34 | (2) |
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36 | (1) |
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Story Drift and P-delta Effects |
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37 | (1) |
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38 | (1) |
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38 | (1) |
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38 | (1) |
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Design for Combined Load Effects |
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39 | (1) |
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39 | (1) |
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40 | (4) |
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44 | (1) |
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Design of Shear Wall on Line 4 |
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45 | (1) |
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46 | (23) |
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46 | (1) |
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47 | (1) |
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Seismic Design Category (SDC) |
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47 | (1) |
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48 | (2) |
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50 | (1) |
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Story Drift and P-delta Effects |
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51 | (1) |
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52 | (1) |
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52 | (1) |
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52 | (1) |
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Design for Combined Load Effects |
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53 | (1) |
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53 | (1) |
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54 | (10) |
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64 | (4) |
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Design of Shear Wall on Line 4 |
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68 | (1) |
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Design for SDC D -- Southeastern U.S. |
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69 | (26) |
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69 | (2) |
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71 | (1) |
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Seismic Design Category (SDC) |
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71 | (1) |
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72 | (1) |
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73 | (2) |
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Story Drift and P-delta Effects |
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75 | (1) |
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76 | (1) |
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76 | (1) |
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76 | (1) |
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Design for Combined Load Effects |
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77 | (1) |
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77 | (2) |
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79 | (9) |
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88 | (1) |
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Design of Shear Wall on Line 4 |
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89 | (6) |
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Design for SDC D -- California |
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95 | (16) |
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95 | (2) |
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97 | (1) |
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Seismic Design Category (SDC) |
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97 | (1) |
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98 | (2) |
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100 | (1) |
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Story Drift and P-delta Effects |
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100 | (1) |
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101 | (1) |
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Design for Combined Load Effects |
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101 | (1) |
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101 | (2) |
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103 | (3) |
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106 | (1) |
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Design of Shear Wall on Line 4 |
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106 | (5) |
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111 | (2) |
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111 | (1) |
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112 | (1) |
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Seismic Design Category (SDC) |
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112 | (1) |
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113 | (1) |
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113 | |
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School Building with Moment-Resisting Frame |
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1 | (1) |
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1 | (1) |
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1 | (21) |
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1 | (2) |
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3 | (1) |
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Seismic Design Category (SDC) |
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3 | (1) |
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4 | (1) |
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5 | (1) |
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Story Drift and P-delta Effects |
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6 | (1) |
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7 | (1) |
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7 | (4) |
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11 | (1) |
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Design for Combined Load Effects |
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11 | (1) |
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11 | (1) |
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12 | (6) |
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18 | (4) |
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22 | (16) |
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22 | (1) |
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23 | (1) |
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Seismic Design Category (SDC) |
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23 | (1) |
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24 | (1) |
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25 | (1) |
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Story Drift and P-delta Effects |
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26 | (1) |
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27 | (1) |
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27 | (1) |
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27 | (1) |
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Design for Combined Load Effects |
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28 | (1) |
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28 | (1) |
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29 | (5) |
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34 | (4) |
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Design for SDC D -- Southeastern U.S. |
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38 | (30) |
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38 | (2) |
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40 | (1) |
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Seismic Design Category (SDC) |
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40 | (1) |
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41 | (1) |
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42 | (1) |
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Story Drift and P-delta Effects |
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43 | (2) |
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45 | (1) |
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45 | (1) |
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45 | (1) |
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Design for Combined Load Effects |
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45 | (1) |
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45 | (3) |
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48 | (8) |
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56 | (7) |
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Design of Beam-Column Joint |
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63 | (5) |
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Design for SDC D -- California |
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68 | (26) |
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69 | (1) |
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70 | (1) |
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Seismic Design Category (SDC) |
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70 | (1) |
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70 | (2) |
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72 | (1) |
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Story Drift and P-delta Effects |
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73 | (1) |
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74 | (1) |
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74 | (1) |
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74 | (1) |
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Design for Combined Load Effects |
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74 | (1) |
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74 | (2) |
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76 | (7) |
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83 | (7) |
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Design of Beam-Column Joint |
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90 | (4) |
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94 | |
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Residential Building with Bearing Wall System |
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1 | (1) |
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1 | (1) |
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1 | (14) |
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1 | (2) |
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3 | (1) |
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3 | (5) |
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Design for Combined Load Effects |
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8 | (2) |
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10 | (1) |
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Design of Shear Wall on Line 5 |
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10 | (5) |
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15 | (10) |
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15 | (1) |
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16 | (1) |
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Seismic Design Category (SDC) |
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16 | (1) |
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17 | (2) |
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19 | (1) |
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Story Drift and P-delta Effects |
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19 | (1) |
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20 | (1) |
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20 | (1) |
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21 | (1) |
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Design for Combined Load Effects |
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21 | (1) |
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21 | (1) |
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Design of Shear Wall on Line 5 |
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22 | (3) |
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25 | (10) |
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25 | (1) |
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26 | (1) |
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Seismic Design Category (SDC) |
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26 | (1) |
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27 | (2) |
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29 | (1) |
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Story Drift and P-delta Effects |
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29 | (1) |
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30 | (1) |
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30 | (1) |
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31 | (1) |
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Design for Combined Load Effects |
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31 | (1) |
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31 | (1) |
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Design of Shear Wall on Line 5 |
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32 | (3) |
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35 | (16) |
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35 | (1) |
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36 | (1) |
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Seismic Design Category (SDC) |
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36 | (1) |
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36 | (2) |
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38 | (1) |
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Story Drift and P-delta Effects |
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39 | (1) |
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39 | (1) |
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39 | (1) |
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40 | (1) |
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Design for Combined Load Effects |
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41 | (1) |
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41 | (1) |
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Design of Shear Wall on Line 5 |
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42 | (9) |
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51 | (16) |
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52 | (1) |
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52 | (1) |
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Seismic Design Category (SDC) |
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52 | (1) |
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53 | (2) |
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55 | (1) |
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Story Drift and P-delta Effects |
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55 | (2) |
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57 | (1) |
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Design for Combined Load Effects |
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57 | (1) |
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57 | (2) |
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Design of Shear Wall on Line 5 |
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59 | (8) |
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67 | |
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Parking Structure with Building Frame System |
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1 | (43) |
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1 | (1) |
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1 | (17) |
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1 | (2) |
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3 | (1) |
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Seismic Design Category (SDC) |
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3 | (1) |
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4 | (1) |
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5 | (1) |
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Story Drift and P-delta Effects |
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6 | (2) |
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8 | (1) |
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9 | (4) |
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Design for Combined Load Effects |
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13 | (1) |
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13 | (1) |
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Design of Shear Wall No. 5 |
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14 | (4) |
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18 | (11) |
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18 | (1) |
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Seismic Design Category (SDC) |
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18 | (2) |
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20 | (1) |
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21 | (1) |
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Story Drift and P-delta Effects |
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22 | (1) |
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23 | (1) |
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24 | (1) |
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Design for Combined Load Effects |
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24 | (1) |
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24 | (1) |
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Design of Shear Wall No. 5 |
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25 | (4) |
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29 | (15) |
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30 | (1) |
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31 | (1) |
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Seismic Design Category (SDC) |
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31 | (1) |
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31 | (3) |
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34 | (1) |
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Story Drift and P-delta Effects |
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35 | (1) |
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36 | (1) |
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37 | (1) |
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Design for Combined Load Effects |
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37 | (1) |
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37 | (2) |
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Design of Shear Wall No. 5 |
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39 | (5) |
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44 | |