上部结构纵向受力分析 6
33 34 7.695e+004 -7.744e+003 2.350e+003 34 34 6.952e+004 7.744e+003 -9.175e+003 34 35 6.892e+004 -6.595e+003 7.590e+003 35 35 6.150e+004 6.595e+003 -2.743e+003 35 36 6.080e+004 -5.517e+003 1.167e+004 36 36 5.343e+004 5.517e+003 2.463e+003 36 37 5.288e+004 -4.516e+003 1.544e+004 37 37 3.817e+004 4.516e+003 -1.150e+003 37 38 3.787e+004 -3.580e+003 1.096e+004 38 38 2.301e+004 3.580e+003 -4.359e+003 38 39 2.281e+004 -2.572e+003 7.740e+003 39 39 1.529e+004 2.572e+003 4.880e+002 39 40 1.515e+004 -1.581e+003 9.102e+003 40 40 7.642e+003 1.581e+003 2.161e+003 40 41 7.579e+003 -6.000e+002 6.909e+003 41 41 0.000e+000 0.000e+000 0.000e+000 41 42 0.000e+000 0.000e+000 0.000e+000 42 42 0.000e+000 0.000e+000 0.000e+000 42 43 0.000e+000 0.000e+000 0.000e+000 43 43 7.579e+003 -6.000e+002 6.909e+003 43 44 7.642e+003 1.581e+003 2.161e+003 44 44 1.515e+004 -1.581e+003 9.102e+003 44 45 1.529e+004 2.572e+003 4.880e+002 45 45 2.281e+004 -2.572e+003 7.740e+003 45 46 2.301e+004 3.580e+003 -4.359e+003 46 46 3.787e+004 -3.580e+003 1.096e+004 46 47 3.817e+004 4.516e+003 -1.151e+003 47 47 5.288e+004 -4.516e+003 1.544e+004 47 48 5.343e+004 5.517e+003 2.463e+003 48 48 6.080e+004 -5.517e+003 1.167e+004 48 49 6.150e+004 6.595e+003 -2.744e+003 49 49 6.892e+004 -6.595e+003 7.590e+003 49 50 6.952e+004 7.744e+003 -9.175e+003 50 50 7.695e+004 -7.744e+003 2.350e+003 50 51 7.766e+004 8.951e+003 -1.560e+004 51 51 8.512e+004 -8.951e+003 -2.648e+003 51 52 8.574e+004 1.006e+004 -1.904e+004 52 52 9.320e+004 -1.006e+004 -4.737e+003 52 53 9.390e+004 1.123e+004 -2.127e+004 53 53 1.014e+005 -1.123e+004 -5.388e+003 53 54 1.020e+005 1.246e+004 -2.221e+004 54 54 1.168e+005 -1.246e+004 1.247e+004 54 55 1.175e+005 1.375e+004 -2.242e+003 55 55 1.321e+005 -1.375e+004 3.215e+004
2010年9月
上部结构纵向受力分析 7
55 56 1.329e+005 1.492e+004 2.201e+004 56 56 1.474e+005 -1.492e+004 5.388e+004 56 57 1.483e+005 1.615e+004 4.698e+004 57 57 1.624e+005 -1.615e+004 8.495e+004 57 58 1.634e+005 1.710e+004 8.179e+004 58 58 1.634e+005 -1.710e+004 8.179e+004 58 59 1.637e+005 1.747e+004 6.983e+004 59 59 1.637e+005 1.311e+003 6.942e+004 59 60 1.639e+005 -9.397e+002 7.080e+004 60 60 1.639e+005 9.397e+002 7.080e+004 60 61 1.643e+005 -7.389e-002 7.286e+004 61 61 1.643e+005 7.389e-002 7.286e+004 61 62 1.639e+005 9.396e+002 7.081e+004 62 62 1.639e+005 -9.396e+002 7.081e+004 62 63 1.637e+005 1.310e+003 6.944e+004 63 63 1.637e+005 1.747e+004 6.985e+004 63 64 1.634e+005 -1.710e+004 8.194e+004 64 64 1.634e+005 1.710e+004 8.194e+004 64 65 1.624e+005 -1.615e+004 8.494e+004 65 65 1.483e+005 1.615e+004 4.698e+004 65 66 1.474e+005 -1.492e+004 5.390e+004 66 66 1.329e+005 1.492e+004 2.204e+004 66 67 1.321e+005 -1.375e+004 3.215e+004 67 67 1.175e+005 1.375e+004 -2.242e+003 67 68 1.168e+005 -1.246e+004 1.247e+004 68 68 1.020e+005 1.246e+004 -2.220e+004 68 69 1.014e+005 -1.123e+004 -5.389e+003 69 69 9.390e+004 1.123e+004 -2.126e+004 69 70 9.320e+004 -1.006e+004 -4.738e+003 70 70 8.574e+004 1.006e+004 -1.904e+004 70 71 8.512e+004 -8.951e+003 -2.648e+003 71 71 7.766e+004 8.951e+003 -1.559e+004 71 72 7.695e+004 -7.744e+003 2.351e+003 72 72 6.953e+004 7.744e+003 -9.173e+003 72 73 6.892e+004 -6.595e+003 7.591e+003 73 73 6.150e+004 6.595e+003 -2.743e+003 73 74 6.080e+004 -5.517e+003 1.167e+004 74 74 5.343e+004 5.517e+003 2.463e+003 74 75 5.288e+004 -4.516e+003 1.544e+004 75 75 3.817e+004 4.516e+003 -1.150e+003 75 76 3.787e+004 -3.580e+003 1.096e+004 76 76 2.301e+004 3.580e+003 -4.359e+003 76 77 2.281e+004 -2.572e+003 7.740e+003 77 77 1.529e+004 2.572e+003 4.880e+002
2010年9月
上部结构纵向受力分析 8
77 78 1.515e+004 -1.581e+003 9.102e+003 78 78 7.642e+003 1.581e+003 2.161e+003 78 79 7.579e+003 -6.000e+002 6.909e+003 79 79 0.000e+000 0.000e+000 0.000e+000 79 80 0.000e+000 0.000e+000 0.000e+000 80 80 0.000e+000 0.000e+000 0.000e+000 80 81 0.000e+000 0.000e+000 0.000e+000 81 81 7.579e+003 -6.000e+002 6.909e+003 81 82 7.642e+003 1.581e+003 2.161e+003 82 82 1.515e+004 -1.581e+003 9.102e+003 82 83 1.529e+004 2.572e+003 4.880e+002 83 83 2.281e+004 -2.572e+003 7.740e+003 83 84 2.301e+004 3.580e+003 -4.359e+003 84 84 3.787e+004 -3.580e+003 1.096e+004 84 85 3.817e+004 4.516e+003 -1.151e+003 85 85 5.288e+004 -4.516e+003 1.544e+004 85 86 5.343e+004 5.517e+003 2.463e+003 86 86 6.080e+004 -5.517e+003 1.167e+004 86 87 6.150e+004 6.595e+003 -2.744e+003 87 87 6.892e+004 -6.595e+003 7.590e+003 87 88 6.952e+004 7.744e+003 -9.175e+003 88 88 7.695e+004 -7.744e+003 2.350e+003 88 89 7.766e+004 8.951e+003 -1.560e+004 89 89 8.512e+004 -8.951e+003 -2.648e+003 89 90 8.574e+004 1.006e+004 -1.904e+004 90 90 9.320e+004 -1.006e+004 -4.737e+003 90 91 9.390e+004 1.123e+004 -2.127e+004 91 91 1.014e+005 -1.123e+004 -5.388e+003 91 92 1.020e+005 1.246e+004 -2.221e+004 92 92 1.168e+005 -1.246e+004 1.247e+004 92 93 1.175e+005 1.375e+004 -2.242e+003 93 93 1.321e+005 -1.375e+004 3.215e+004 93 94 1.329e+005 1.492e+004 2.201e+004 94 94 1.474e+005 -1.492e+004 5.388e+004 94 95 1.483e+005 1.615e+004 4.698e+004 95 95 1.624e+005 -1.615e+004 8.495e+004 95 96 1.634e+005 1.710e+004 8.179e+004 96 96 1.634e+005 -1.710e+004 8.179e+004 96 97 1.637e+005 1.747e+004 6.983e+004 97 97 1.637e+005 1.311e+003 6.942e+004 97 98 1.639e+005 -9.396e+002 7.080e+004 98 98 1.639e+005 9.396e+002 7.080e+004 98 99 1.643e+005 2.161e-003 7.286e+004 99 99 1.643e+005 -2.161e-003 7.286e+004
2010年9月
上部结构纵向受力分析 9
99 100 1.639e+005 9.396e+002 7.081e+004 100 100 1.639e+005 -9.396e+002 7.081e+004 100 101 1.637e+005 1.311e+003 6.944e+004 101 101 1.637e+005 1.747e+004 6.985e+004 101 102 1.634e+005 -1.710e+004 8.194e+004 102 102 1.634e+005 1.710e+004 8.194e+004 102 103 1.624e+005 -1.615e+004 8.495e+004 103 103 1.483e+005 1.615e+004 4.698e+004 103 104 1.474e+005 -1.492e+004 5.390e+004 104 104 1.329e+005 1.492e+004 2.204e+004 104 105 1.321e+005 -1.375e+004 3.215e+004 105 105 1.175e+005 1.375e+004 -2.242e+003 105 106 1.168e+005 -1.246e+004 1.248e+004 106 106 1.020e+005 1.246e+004 -2.220e+004 106 107 1.014e+005 -1.123e+004 -5.388e+003 107 107 9.390e+004 1.123e+004 -2.127e+004 107 108 9.320e+004 -1.006e+004 -4.737e+003 108 108 8.574e+004 1.006e+004 -1.904e+004 108 109 8.512e+004 -8.951e+003 -2.647e+003 109 109 7.766e+004 8.951e+003 -1.560e+004 109 110 7.695e+004 -7.744e+003 2.350e+003 110 110 6.952e+004 7.744e+003 -9.175e+003 110 111 6.892e+004 -6.595e+003 7.590e+003 111 111 6.150e+004 6.595e+003 -2.743e+003 111 112 6.080e+004 -5.517e+003 1.167e+004 112 112 5.343e+004 5.517e+003 2.463e+003 112 113 5.288e+004 -4.516e+003 1.544e+004 113 113 3.817e+004 4.516e+003 -1.150e+003 113 114 3.787e+004 -3.580e+003 1.096e+004 114 114 2.301e+004 3.580e+003 -4.359e+003 114 115 2.281e+004 -2.572e+003 7.740e+003 115 115 1.529e+004 2.572e+003 4.880e+002 115 116 1.515e+004 -1.581e+003 9.102e+003 116 116 7.642e+003 1.581e+003 2.161e+003 116 117 7.579e+003 -6.000e+002 6.909e+003 117 117 0.000e+000 0.000e+000 0.000e+000 117 118 0.000e+000 0.000e+000 0.000e+000 118 118 0.000e+000 0.000e+000 0.000e+000 118 119 0.000e+000 0.000e+000 0.000e+000 119 119 7.579e+003 -6.000e+002 6.909e+003 119 120 7.642e+003 1.581e+003 2.161e+003 120 120 1.515e+004 -1.581e+003 9.102e+003 120 121 1.529e+004 2.572e+003 4.880e+002 121 121 2.281e+004 -2.572e+003 7.740e+003
2010年9月
上部结构纵向受力分析 10
121 122 2.301e+004 3.580e+003 -4.359e+003
122 122 3.787e+004 -3.580e+003 1.096e+004 122 123 3.817e+004 4.516e+003 -1.151e+003
123 123 5.288e+004 -4.516e+003 1.544e+004 123 124 5.343e+004 5.517e+003 2.463e+003 124 124 6.080e+004 -5.517e+003 1.167e+004 124 125 6.150e+004 6.595e+003 -2.744e+003 125 125 6.892e+004 -6.595e+003 7.590e+003 125 126 6.952e+004 7.744e+003 -9.175e+003 126 126 7.695e+004 -7.744e+003 2.350e+003 126 127 7.766e+004 8.951e+003 -1.560e+004 127 127 8.512e+004 -8.951e+003 -2.648e+003 127 128 8.574e+004 1.006e+004 -1.904e+004 128 128 9.320e+004 -1.006e+004 -4.737e+003 128 129 9.390e+004 1.123e+004 -2.127e+004 129 129 1.014e+005 -1.123e+004 -5.388e+003 129 130 1.020e+005 1.246e+004 -2.221e+004 130 130 1.168e+005 -1.246e+004 1.247e+004 130 131 1.175e+005 1.375e+004 -2.242e+003 131 131 1.321e+005 -1.375e+004 3.215e+004 131 132 1.329e+005 1.492e+004 2.201e+004 132 132 1.474e+005 -1.492e+004 5.388e+004 132 133 1.483e+005 1.615e+004 4.698e+004 133 133 1.624e+005 -1.615e+004 8.495e+004 133 134 1.634e+005 1.710e+004 8.179e+004 134 134 1.634e+005 -1.710e+004 8.179e+004 134 135 1.637e+005 1.747e+004 6.983e+004 135 135 1.637e+005 1.311e+003 6.941e+004 135 136 1.639e+005 -9.397e+002 7.080e+004 136 136 1.639e+005 9.397e+002 7.080e+004 136 137 1.643e+005 -1.658e-002 7.286e+004 137 137 1.643e+005 1.658e-002 7.286e+004 137 138 1.639e+005 9.396e+002 7.081e+004 138 138 1.639e+005 -9.396e+002 7.081e+004 138 139 1.637e+005 1.311e+003 6.943e+004 139 139 1.637e+005 1.747e+004 6.985e+004 139 140 1.634e+005 -1.710e+004 8.194e+004 140 140 1.634e+005 1.710e+004 8.194e+004 140 141 1.624e+005 -1.615e+004 8.495e+004 141 141 1.483e+005 1.615e+004 4.698e+004 141 142 1.474e+005 -1.492e+004 5.390e+004 142 142 1.329e+005 1.492e+004 2.204e+004 142 143 1.321e+005 -1.375e+004 3.215e+004 143 143 1.175e+005 1.375e+004 -2.242e+003
2010年9月