SECTION FORCES.pdf - Job No Sheet No 1 Software licensed to STAAD.Pro Advanced CONNECTED User Not signed in Job Title Client Ref Leticia S Encina File

SECTION FORCES.pdf - Job No Sheet No 1 Software licensed to...

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Unformatted text preview: Job No Sheet No 1 Software licensed to STAAD.Pro Advanced CONNECTED User: Not signed in Job Title Client Ref Leticia S. Encina File L/C 1 1 2 3 4 Print Time/Date: 14/03/2019 17:32 Section 0 0.083 0.167 0.250 0.333 0.417 0.500 0.583 0.667 0.750 0.833 0.917 1.000 0 0.083 0.167 0.250 0.333 0.417 0.500 0.583 0.667 0.750 0.833 0.917 1.000 0 0.083 0.167 0.250 0.333 0.417 0.500 0.583 0.667 0.750 0.833 0.917 1.000 0 0.083 0.167 0.250 0.333 0.417 Axial Force Shear-Y (kN) (kN) -65.869 -65.869 -65.869 -65.869 -65.869 -65.869 -65.869 -65.869 -65.869 -65.869 -65.869 -65.869 -65.869 -71.960 -71.960 -71.960 -71.960 -71.960 -71.960 -71.960 -71.960 -71.960 -71.960 -71.960 -71.960 -71.960 231.575 231.339 231.102 230.865 230.629 230.392 230.155 229.919 229.682 229.445 229.209 228.972 228.735 22.539 22.539 22.539 22.539 22.539 22.539 0 Part PROPOSED FOUR - STOREY RESIDENTIAL HOME (NEW CONSTRUCTION) Beam Rev 1 19.922 19.922 19.922 19.922 19.922 19.922 19.922 19.922 19.922 19.922 19.922 19.922 19.922 -4.868 -4.868 -4.868 -4.868 -4.868 -4.868 -4.868 -4.868 -4.868 -4.868 -4.868 -4.868 -4.868 -4.898 -4.898 -4.898 -4.898 -4.898 -4.898 -4.898 -4.898 -4.898 -4.898 -4.898 -4.898 -4.898 -0.511 -0.511 -0.511 -0.511 -0.511 -0.511 Shear-Z (kN) -2.844 -2.844 -2.844 -2.844 -2.844 -2.844 -2.844 -2.844 -2.844 -2.844 -2.844 -2.844 -2.844 -34.083 -34.083 -34.083 -34.083 -34.083 -34.083 -34.083 -34.083 -34.083 -34.083 -34.083 -34.083 -34.083 2.900 2.900 2.900 2.900 2.900 2.900 2.900 2.900 2.900 2.900 2.900 2.900 2.900 0.488 0.488 0.488 0.488 0.488 0.488 By Torsion (kN-m) -0.009 -0.009 -0.009 -0.009 -0.009 -0.009 -0.009 -0.009 -0.009 -0.009 -0.009 -0.009 -0.009 -0.004 -0.004 -0.004 -0.004 -0.004 -0.004 -0.004 -0.004 -0.004 -0.004 -0.004 -0.004 -0.004 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Date28-Jan-19 Chd Date/Time 14-Mar-2019 16:40 4 STOREY STEEL BLDG.STD Moment-Y Moment-Z (kN-m) (kN-m) 5.558 4.847 4.136 3.425 2.714 2.003 1.292 0.581 -0.130 -0.841 -1.552 -2.263 -2.974 65.065 56.544 48.024 39.503 30.982 22.462 13.941 5.420 -3.101 -11.621 -20.142 -28.663 -37.183 -1.676 -0.951 -0.226 0.499 1.224 1.949 2.674 3.399 4.125 4.850 5.575 6.300 7.025 -0.351 -0.229 -0.107 0.015 0.137 0.259 STAAD.Pro CONNECT Edition 22.00.00.15 50.803 45.823 40.842 35.862 30.881 25.901 20.920 15.940 10.959 5.979 0.998 -3.982 -8.963 -11.707 -10.490 -9.273 -8.056 -6.839 -5.622 -4.405 -3.188 -1.971 -0.754 0.463 1.680 2.897 -3.912 -2.687 -1.463 -0.238 0.986 2.211 3.435 4.660 5.884 7.109 8.333 9.558 10.782 -0.269 -0.141 -0.013 0.114 0.242 0.370 Print Run 1 of 824 Job No Sheet No 1 Software licensed to STAAD.Pro Advanced CONNECTED User: Not signed in Job Title Client Rev 2 0 Part PROPOSED FOUR - STOREY RESIDENTIAL HOME (NEW CONSTRUCTION) Ref Leticia S. Encina File By Date28-Jan-19 Chd Date/Time 14-Mar-2019 16:40 4 STOREY STEEL BLDG.STD Cont... Beam L/C 5 6 7 Print Time/Date: 14/03/2019 17:32 Section 0.500 0.583 0.667 0.750 0.833 0.917 1.000 0 0.083 0.167 0.250 0.333 0.417 0.500 0.583 0.667 0.750 0.833 0.917 1.000 0 0.083 0.167 0.250 0.333 0.417 0.500 0.583 0.667 0.750 0.833 0.917 1.000 0 0.083 0.167 0.250 0.333 0.417 0.500 0.583 0.667 0.750 0.833 0.917 Axial Force Shear-Y (kN) (kN) 22.539 22.539 22.539 22.539 22.539 22.539 22.539 4.688 4.688 4.688 4.688 4.688 4.688 4.688 4.688 4.688 4.688 4.688 4.688 4.688 -38.580 -38.580 -38.580 -38.580 -38.580 -38.580 -38.580 -38.580 -38.580 -38.580 -38.580 -38.580 -38.580 -20.098 -20.098 -20.098 -20.098 -20.098 -20.098 -20.098 -20.098 -20.098 -20.098 -20.098 -20.098 -0.511 -0.511 -0.511 -0.511 -0.511 -0.511 -0.511 0.009 0.009 0.009 0.009 0.009 0.009 0.009 0.009 0.009 0.009 0.009 0.009 0.009 23.964 23.964 23.964 23.964 23.964 23.964 23.964 23.964 23.964 23.964 23.964 23.964 23.964 -0.250 -0.250 -0.250 -0.250 -0.250 -0.250 -0.250 -0.250 -0.250 -0.250 -0.250 -0.250 Shear-Z (kN) 0.488 0.488 0.488 0.488 0.488 0.488 0.488 -0.001 -0.001 -0.001 -0.001 -0.001 -0.001 -0.001 -0.001 -0.001 -0.001 -0.001 -0.001 -0.001 2.423 2.423 2.423 2.423 2.423 2.423 2.423 2.423 2.423 2.423 2.423 2.423 2.423 -10.909 -10.909 -10.909 -10.909 -10.909 -10.909 -10.909 -10.909 -10.909 -10.909 -10.909 -10.909 Torsion (kN-m) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 Moment-Y Moment-Z (kN-m) (kN-m) 0.381 0.503 0.625 0.747 0.869 0.991 1.113 -0.003 -0.003 -0.003 -0.003 -0.003 -0.004 -0.004 -0.004 -0.004 -0.005 -0.005 -0.005 -0.005 -4.783 -4.178 -3.572 -2.966 -2.360 -1.754 -1.148 -0.543 0.063 0.669 1.275 1.881 2.487 20.301 17.573 14.846 12.119 9.392 6.664 3.937 1.210 -1.517 -4.244 -6.972 -9.699 STAAD.Pro CONNECT Edition 22.00.00.15 0.497 0.625 0.753 0.881 1.008 1.136 1.264 0.008 0.006 0.004 0.001 -0.001 -0.004 -0.006 -0.008 -0.011 -0.013 -0.015 -0.018 -0.020 56.870 50.879 44.888 38.896 32.905 26.914 20.923 14.932 8.941 2.950 -3.041 -9.032 -15.023 -0.638 -0.576 -0.513 -0.451 -0.388 -0.326 -0.263 -0.201 -0.138 -0.075 -0.013 0.050 Print Run 2 of 824 Job No Sheet No 1 Software licensed to STAAD.Pro Advanced CONNECTED User: Not signed in Job Title Client Rev 3 0 Part PROPOSED FOUR - STOREY RESIDENTIAL HOME (NEW CONSTRUCTION) Ref Leticia S. Encina File By Date28-Jan-19 Chd Date/Time 14-Mar-2019 16:40 4 STOREY STEEL BLDG.STD Cont... Beam L/C 8 9 10 11 Print Time/Date: 14/03/2019 17:32 Section 1.000 0 0.083 0.167 0.250 0.333 0.417 0.500 0.583 0.667 0.750 0.833 0.917 1.000 0 0.083 0.167 0.250 0.333 0.417 0.500 0.583 0.667 0.750 0.833 0.917 1.000 0 0.083 0.167 0.250 0.333 0.417 0.500 0.583 0.667 0.750 0.833 0.917 1.000 0 0.083 0.167 0.250 0.333 Axial Force Shear-Y (kN) (kN) -20.098 324.205 323.874 323.543 323.211 322.880 322.549 322.218 321.886 321.555 321.224 320.892 320.561 320.230 316.297 316.013 315.729 315.445 315.161 314.877 314.593 314.309 314.025 313.741 313.457 313.173 312.889 313.953 313.669 313.385 313.101 312.817 312.533 312.249 311.965 311.681 311.397 311.113 310.829 310.545 307.930 307.646 307.362 307.078 306.794 -0.250 -6.857 -6.857 -6.857 -6.857 -6.857 -6.857 -6.857 -6.857 -6.857 -6.857 -6.857 -6.857 -6.857 -6.690 -6.690 -6.690 -6.690 -6.690 -6.690 -6.690 -6.690 -6.690 -6.690 -6.690 -6.690 -6.690 -6.695 -6.695 -6.695 -6.695 -6.695 -6.695 -6.695 -6.695 -6.695 -6.695 -6.695 -6.695 -6.695 -6.374 -6.374 -6.374 -6.374 -6.374 Shear-Z (kN) -10.909 4.060 4.060 4.060 4.060 4.060 4.060 4.060 4.060 4.060 4.060 4.060 4.060 4.060 4.260 4.260 4.260 4.260 4.260 4.260 4.260 4.260 4.260 4.260 4.260 4.260 4.260 4.261 4.261 4.261 4.261 4.261 4.261 4.261 4.261 4.261 4.261 4.261 4.261 4.261 3.967 3.967 3.967 3.967 3.967 Torsion (kN-m) -0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Moment-Y Moment-Z (kN-m) (kN-m) -12.426 -2.346 -1.331 -0.316 0.699 1.714 2.729 3.744 4.759 5.774 6.789 7.804 8.819 9.834 -2.574 -1.509 -0.444 0.621 1.686 2.752 3.817 4.882 5.947 7.012 8.077 9.142 10.207 -2.572 -1.507 -0.442 0.623 1.688 2.753 3.819 4.884 5.949 7.014 8.079 9.144 10.210 -2.366 -1.374 -0.383 0.609 1.601 STAAD.Pro CONNECT Edition 22.00.00.15 0.112 -5.477 -3.762 -2.048 -0.334 1.381 3.095 4.809 6.524 8.238 9.952 11.667 13.381 15.095 -5.120 -3.448 -1.775 -0.102 1.570 3.243 4.915 6.588 8.261 9.933 11.606 13.278 14.951 -5.124 -3.451 -1.777 -0.103 1.571 3.245 4.918 6.592 8.266 9.940 11.613 13.287 14.961 -4.950 -3.357 -1.763 -0.170 1.424 Print Run 3 of 824 Job No Sheet No 1 Software licensed to STAAD.Pro Advanced CONNECTED User: Not signed in Job Title Client Rev 4 0 Part PROPOSED FOUR - STOREY RESIDENTIAL HOME (NEW CONSTRUCTION) Ref Leticia S. Encina File By Date28-Jan-19 Chd Date/Time 14-Mar-2019 16:40 4 STOREY STEEL BLDG.STD Cont... Beam L/C 12 13 14 Print Time/Date: 14/03/2019 17:32 Section 0.417 0.500 0.583 0.667 0.750 0.833 0.917 1.000 0 0.083 0.167 0.250 0.333 0.417 0.500 0.583 0.667 0.750 0.833 0.917 1.000 0 0.083 0.167 0.250 0.333 0.417 0.500 0.583 0.667 0.750 0.833 0.917 1.000 0 0.083 0.167 0.250 0.333 0.417 0.500 0.583 0.667 0.750 0.833 Axial Force Shear-Y (kN) (kN) 306.510 306.226 305.942 305.658 305.374 305.090 304.806 304.522 254.527 254.243 253.959 253.675 253.391 253.107 252.823 252.539 252.255 251.971 251.687 251.403 251.119 269.312 269.028 268.744 268.460 268.177 267.893 267.609 267.325 267.041 266.757 266.473 266.189 265.905 300.429 300.145 299.861 299.577 299.293 299.009 298.725 298.442 298.158 297.874 297.590 -6.374 -6.374 -6.374 -6.374 -6.374 -6.374 -6.374 -6.374 13.309 13.309 13.309 13.309 13.309 13.309 13.309 13.309 13.309 13.309 13.309 13.309 13.309 -6.063 -6.063 -6.063 -6.063 -6.063 -6.063 -6.063 -6.063 -6.063 -6.063 -6.063 -6.063 -6.063 -6.389 -6.389 -6.389 -6.389 -6.389 -6.389 -6.389 -6.389 -6.389 -6.389 -6.389 Shear-Z (kN) 3.967 3.967 3.967 3.967 3.967 3.967 3.967 3.967 5.417 5.417 5.417 5.417 5.417 5.417 5.417 5.417 5.417 5.417 5.417 5.417 5.417 -5.248 -5.248 -5.248 -5.248 -5.248 -5.248 -5.248 -5.248 -5.248 -5.248 -5.248 -5.248 -5.248 3.968 3.968 3.968 3.968 3.968 3.968 3.968 3.968 3.968 3.968 3.968 Torsion (kN-m) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Moment-Y Moment-Z (kN-m) (kN-m) 2.592 3.584 4.575 5.567 6.559 7.550 8.542 9.534 -5.842 -4.487 -3.133 -1.779 -0.424 0.930 2.284 3.639 4.993 6.347 7.702 9.056 10.410 14.226 12.913 11.601 10.289 8.977 7.665 6.353 5.041 3.729 2.417 1.104 -0.208 -1.520 -2.362 -1.370 -0.378 0.614 1.606 2.598 3.590 4.582 5.574 6.566 7.558 STAAD.Pro CONNECT Edition 22.00.00.15 3.017 4.610 6.204 7.797 9.391 10.984 12.577 14.171 40.814 37.487 34.160 30.833 27.506 24.179 20.852 17.524 14.197 10.870 7.543 4.216 0.889 -5.192 -3.676 -2.161 -0.645 0.871 2.387 3.902 5.418 6.934 8.450 9.965 11.481 12.997 -4.963 -3.366 -1.769 -0.172 1.425 3.023 4.620 6.217 7.814 9.411 11.008 Print Run 4 of 824 Job No Sheet No 1 Software licensed to STAAD.Pro Advanced CONNECTED User: Not signed in Job Title Client Rev 5 0 Part PROPOSED FOUR - STOREY RESIDENTIAL HOME (NEW CONSTRUCTION) Ref Leticia S. Encina File By Date28-Jan-19 Chd Date/Time 14-Mar-2019 16:40 4 STOREY STEEL BLDG.STD Cont... Beam L/C 15 16 17 18 Print Time/Date: 14/03/2019 17:32 Section 0.917 1.000 0 0.083 0.167 0.250 0.333 0.417 0.500 0.583 0.667 0.750 0.833 0.917 1.000 0 0.083 0.167 0.250 0.333 0.417 0.500 0.583 0.667 0.750 0.833 0.917 1.000 0 0.083 0.167 0.250 0.333 0.417 0.500 0.583 0.667 0.750 0.833 0.917 1.000 0 0.083 0.167 0.250 Axial Force Shear-Y (kN) (kN) 297.306 297.022 247.026 246.742 246.458 246.174 245.890 245.606 245.322 245.038 244.754 244.470 244.186 243.902 243.618 261.812 261.528 261.244 260.960 260.676 260.392 260.108 259.824 259.540 259.256 258.972 258.688 258.404 241.045 240.761 240.477 240.193 239.909 239.625 239.341 239.057 238.773 238.489 238.205 237.921 237.637 270.616 270.332 270.048 269.764 -6.389 -6.389 13.294 13.294 13.294 13.294 13.294 13.294 13.294 13.294 13.294 13.294 13.294 13.294 13.294 -6.078 -6.078 -6.078 -6.078 -6.078 -6.078 -6.078 -6.078 -6.078 -6.078 -6.078 -6.078 -6.078 31.959 31.959 31.959 31.959 31.959 31.959 31.959 31.959 31.959 31.959 31.959 31.959 31.959 -6.784 -6.784 -6.784 -6.784 Shear-Z (kN) 3.968 3.968 5.419 5.419 5.419 5.419 5.419 5.419 5.419 5.419 5.419 5.419 5.419 5.419 5.419 -5.247 -5.247 -5.247 -5.247 -5.247 -5.247 -5.247 -5.247 -5.247 -5.247 -5.247 -5.247 -5.247 7.845 7.845 7.845 7.845 7.845 7.845 7.845 7.845 7.845 7.845 7.845 7.845 7.845 -13.487 -13.487 -13.487 -13.487 Torsion (kN-m) 0.000 0.000 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.000 0.000 0.000 0.000 Moment-Y Moment-Z (kN-m) (kN-m) 8.550 9.542 -5.837 -4.483 -3.128 -1.773 -0.419 0.936 2.291 3.645 5.000 6.355 7.709 9.064 10.419 14.230 12.918 11.606 10.294 8.983 7.671 6.359 5.047 3.736 2.424 1.112 -0.200 -1.512 -10.017 -8.055 -6.094 -4.133 -2.172 -0.210 1.751 3.712 5.673 7.634 9.596 11.557 13.518 30.118 26.746 23.374 20.003 STAAD.Pro CONNECT Edition 22.00.00.15 12.606 14.203 40.801 37.478 34.155 30.831 27.508 24.184 20.861 17.538 14.214 10.891 7.567 4.244 0.921 -5.205 -3.686 -2.166 -0.647 0.873 2.392 3.912 5.431 6.951 8.470 9.990 11.509 13.029 86.032 78.043 70.053 62.063 54.074 46.084 38.094 30.105 22.115 14.125 6.136 -1.854 -9.844 -5.981 -4.285 -2.588 -0.892 Print Run 5 of 824 Job No Sheet No 1 Software licensed to STAAD.Pro Advanced CONNECTED User: Not signed in Job Title Client Rev 6 0 Part PROPOSED FOUR - STOREY RESIDENTIAL HOME (NEW CONSTRUCTION) Ref Leticia S. Encina File By Date28-Jan-19 Chd Date/Time 14-Mar-2019 16:40 4 STOREY STEEL BLDG.STD Cont... Beam L/C 19 20 21 Print Time/Date: 14/03/2019 17:32 Section 0.333 0.417 0.500 0.583 0.667 0.750 0.833 0.917 1.000 0 0.083 0.167 0.250 0.333 0.417 0.500 0.583 0.667 0.750 0.833 0.917 1.000 0 0.083 0.167 0.250 0.333 0.417 0.500 0.583 0.667 0.750 0.833 0.917 1.000 0 0.083 0.167 0.250 0.333 0.417 0.500 0.583 0.667 0.750 Axial Force Shear-Y (kN) (kN) 269.480 269.196 268.912 268.628 268.344 268.060 267.776 267.492 267.208 238.701 238.417 238.133 237.849 237.565 237.281 236.997 236.713 236.429 236.145 235.861 235.577 235.293 268.272 267.988 267.704 267.420 267.136 266.852 266.568 266.284 266.000 265.716 265.432 265.148 264.864 234.560 234.276 233.992 233.708 233.424 233.140 232.856 232.572 232.288 232.004 -6.784 -6.784 -6.784 -6.784 -6.784 -6.784 -6.784 -6.784 -6.784 31.954 31.954 31.954 31.954 31.954 31.954 31.954 31.954 31.954 31.954 31.954 31.954 31.954 -6.789 -6.789 -6.789 -6.789 -6.789 -6.789 -6.789 -6.789 -6.789 -6.789 -6.789 -6.789 -6.789 13.533 13.533 13.533 13.533 13.533 13.533 13.533 13.533 13.533 13.533 Shear-Z (kN) -13.487 -13.487 -13.487 -13.487 -13.487 -13.487 -13.487 -13.487 -13.487 7.845 7.845 7.845 7.845 7.845 7.845 7.845 7.845 7.845 7.845 7.845 7.845 7.845 -13.486 -13.486 -13.486 -13.486 -13.486 -13.486 -13.486 -13.486 -13.486 -13.486 -13.486 -13.486 -13.486 1.124 1.124 1.124 1.124 1.124 1.124 1.124 1.124 1.124 1.124 Torsion (kN-m) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.009 -0.009 -0.009 -0.009 -0.009 -0.009 -0.009 -0.009 -0.009 -0.009 Moment-Y Moment-Z (kN-m) (kN-m) 16.631 13.259 9.888 6.516 3.144 -0.227 -3.599 -6.971 -10.342 -10.015 -8.054 -6.093 -4.131 -2.170 -0.209 1.753 3.714 5.675 7.637 9.598 11.559 13.521 30.119 26.748 23.376 20.004 16.633 13.261 9.890 6.518 3.146 -0.225 -3.597 -6.968 -10.340 3.196 3.477 3.758 4.039 4.320 4.601 4.882 5.163 5.444 5.725 STAAD.Pro CONNECT Edition 22.00.00.15 0.804 2.500 4.196 5.892 7.588 9.284 10.980 12.676 14.372 86.028 78.040 70.051 62.063 54.074 46.086 38.097 30.109 22.120 14.132 6.143 -1.845 -9.834 -5.985 -4.287 -2.590 -0.893 0.804 2.502 4.199 5.896 7.593 9.290 10.988 12.685 14.382 45.840 42.457 39.073 35.690 32.307 28.923 25.540 22.157 18.773 15.390 Print Run 6 of 824 Job No Sheet No 1 Software licensed to STAAD.Pro Advanced CONNECTED User: Not signed in Job Title Client Rev 7 0 Part PROPOSED FOUR - STOREY RESIDENTIAL HOME (NEW CONSTRUCTION) Ref Leticia S. Encina File By Date28-Jan-19 Chd Date/Time 14-Mar-2019 16:40 4 STOREY STEEL BLDG.STD Cont... Beam L/C 22 23 24 25 Print Time/Date: 14/03/2019 17:32 Section 0.833 0.917 1.000 0 0.083 0.167 0.250 0.333 0.417 0.500 0.583 0.667 0.750 0.833 0.917 1.000 0 0.083 0.167 0.250 0.333 0.417 0.500 0.583 0.667 0.750 0.833 0.917 1.000 0 0.083 0.167 0.250 0.333 0.417 0.500 0.583 0.667 0.750 0.833 0.917 1.000 0 0.083 0.167 Axial Force Shear-Y (kN) (kN) 231.720 231.436 231.152 228.470 228.186 227.902 227.618 227.334 227.050 226.766 226.482 226.198 225.914 225.630 225.346 225.062 366.299 366.015 365.731 365.447 365.163 364.879 364.595 364.311 364.027 363.743 363.459 363.175 362.891 372.389 372.105 371.821 371.537 371.253 370.969 370.685 370.401 370.117 369.833 369.549 369.265 368.981 146.689 146.476 146.263 13.533 13.533 13.533 -11.257 -11.257 -11.257 -11.257 -11.257 -11.257 -11.257 -11.257 -11.257 -11.257 -11.257 -11.257 -11.257 -26.311 -26.311 -26.311 -26.311 -26.311 -26.311 -26.311 -26.311 -26.311 -26.311 -26.311 -26.311 -26.311 -1.521 -1.521 -1.521 -1.521 -1.521 -1.521 -1.521 -1.521 -1.521 -1.521 -1.521 -1.521 -1.521 33.934 33.934 33.934 Shear-Z (kN) 1.124 1.124 1.124 -30.115 -30.115 -30.115 -30.115 -30.115 -30.115 -30.115 -30.115 -30.115 -30.115 -30.115 -30.115 -30.115 6.812 6.812 6.812 6.812 6.812 6.812 6.812 6.812 6.812 6.812 6.812 6.812 6.812 38.051 38.051 38.051 38.051 38.051 38.051 38.051 38.051 38.051 38.051 38.051 38.051 38.051 6.487 6.487 6.487 Torsion (kN-m) -0.009 -0.009 -0.009 -0.004 -0.004 -0.004 -0.004 -0.004 -0.004 -0.004 -0.004 -0.004 -0.004 -0.004 -0.004 -0.004 0.009 0.009 0.009 0.009 0.009 0.009 0.009 0.009 0.009 0.009 0.009 0.009 0.009 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.004 0.003 0.003 0.003 Moment-Y Moment-Z (kN-m) (kN-m) 6.006 6.287 6.568 62.703 55.175 47.646 40.117 32.588 25.060 17.531 10.002 2.474 -5.055 -12.584 -20.113 -27.641 -7.920 -6.217 -4.514 -2.811 -1.108 0.595 2.298 4.001 5.704 7.407 9.110 10.813 12.516 -67.427 -57.914 -48.402 -38.889 -29.376 -19.863 -10.351 -0.838 8.675 18.187 27.700 37.213 46.725 -9.161 -7.540 -5.918 STAAD.Pro CONNECT Edition 22.00.00.15 12.007 8.623 5.240 -16.671 -13.856 -11.042 -8.228 -5.414 -2.600 0.214 3.029 5.843 8.657 11.471 14.285 17.099 -55.766 -49.189 -42.611 -36.033 -29.456 -22.878 -16.300 -9.723 -3.145 3.433 10.010 16.588 23.166 6.744 7.124 7.505 7.885 8.265 8.645 9.025 9.405 9.785 10.166 10.546 10.926 11.306 87.471 78.987 70.503 Print Run 7 of 824 Job No Sheet No 1 Software licensed to STAAD.Pro Advanced CONNECTED User: Not signed in Job Title Client Rev 8 0 Part PROPOSED FOUR - STOREY RESIDENTIAL HOME (NEW CONSTRUCTION) Ref Leticia S. Encina File By Date28-Jan-19 Chd Date/Time 14-Mar-2019 16:40 4 STOREY STEEL BLDG.STD Cont... Beam L/C 26 27 28 Print Time/Date: 14/03/2019 17:32 Section 0.250 0.333 0.417 0.500 0.583 0.667 0.750 0.833 0.917 1.000 0 0.083 0.167 0.250 0.333 0.417 0.500 0.583 0.667 0.750 0.833 0.917 1.000 0 0.083 0.167 0.250 0.333 0.417 0.500 0.583 0.667 0.750 0.833 0.917 1.000 0 0.083 0.167 0.250 0.333 0.417 0.500 0.583 0.667 Axial Force Shear-Y (kN) (kN) 146.050 145.837 145.624 145.411 145.198 144.985 144.772 144.559 144.346 144.133 176.261 176.048 175.835 175.622 175.409 175.196 174.983 174.770 174.557 174.344 174.131 173.918 173.705 75.135 74.974 74.813 74.652 74.491 74.330 74.169 74.008 73.847 73.686 73.526 73.365 73.204 67.522 67.361 67.200 67.039 66.878 66.717 66.556 66.395 66.234 33.934 33.934 33.934 33.934 33.934 33.934 33.934 33.934 33.934 33.934 -4.809 -4.809 -4.809 -4.809 -4.809 -4.809 -4.809 -4.809 -4.809 -4.809 -4.809 -4.809 -4.809 21.572 21.572 21.572 21.572 21.572 21.572 21.572 21.572 21.572 21.572 21.572 21.572 21.572 -9.416 -9.416 -9.416 -9.416 -9.416 -9.416 -9.416 -9.416 -9.416 Shear-Z (kN) 6.487 6.487 6.487 6.487 6.487 6.487 6.487 6.487 6.487 6.487 -14.844 -14.844 -14.844 -14.844 -14.844 -14.844 -14.844 -14.844 -14.844 -14.844 -14.844 -14.844 -14.844 -1.583 -1.583 -1.583 -1.583 -1.583 -1.583 -1.583 -1.583 -1.583 -1.583 -1.583 -1.583 -1.583 -40.632 -40.632 -40.632 -40.632 -40.632 -40.632 -40.632 -40.632 -40.632 Torsion (kN-m) 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.011 -0.011 -0.011 -0.011 -0.011 -0.011 -0.011 -0.011 -0.011 -0.011 -...
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  • Fall '19
  • Leticia S. Encina

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