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1-36 A force of 800 kN is propped up by two pin-joined 102-mm nomical diameter standard steel pipes as shown in the figure (see Table 7 in the Appendix for structural properties). Determine the axial stresses in each of the two pipes caused by the applied force. All forces lay in a plan. Table 7 is attached below in the Photos provided.

1-36 A force of 800 kN is propped up by two pin-joined 102-mm nomical diameter standard steel pipes as shown in the figure (see Table 7 in the Appendix for structural properties). Determine the axial stresses in each of the two pipes caused by the applied force. All forces lay in a plan. Table 7 is attached below in the Photos provided.

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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1-36 A force of 800 kN is propped up by two pin-joined 102-mm nomical diameter standard steel pipes as shown in the figure (see Table 7 in the Appendix for structural properties). Determine the axial stresses in each of the two pipes caused by the applied force. All forces lay in a plan. Table 7 is attached below in the Photos provided.

1-36 A force of 800 KN is propped up by two pin-joined 102-mm nomical diameter standard steel pipes as shown in the figure (see Table 7 in the Appendix for structural properties). Determine the axial stresses in each of the two pipes caused by the applied force. All forces lay in a plan. Table 7 is attached below in the Photo. P- 800 kN 1500 1500 -3000 Fig. PL36
Transcribed Image Text:1-36 A force of 800 KN is propped up by two pin-joined 102-mm nomical diameter standard steel pipes as shown in the figure (see Table 7 in the Appendix for structural properties). Determine the axial stresses in each of the two pipes caused by the applied force. All forces lay in a plan. Table 7 is attached below in the Photo. P- 800 kN 1500 1500 -3000 Fig. PL36
TABLE 7. AMERICAN STANDARD STEEL PIPES DIMENSIONS AND PROPERTIES APPENDIX 851 U.S. CUSTOMARY UNITS AND SI UNITS (ABRIDGED LIST) Dimensions Properties Weight Outside Inside Wall Nominal Diameter per Foot Diameter Diameter Thickness in in in? in in in Ib/ft in in 0.840 0.622 0.109 0.85 0.250 0.261 0.017 0.037 13 0.041 19 1.050 0.824 0.113 1.13 0.333 0.071 0.334 25 1.315 1.049 0.133 1.68 0.494 0.087 0.133 0.421 1.660 1.380 0.140 2.27 0.669 0.195 0.235 0.540 1! 32 38 1.900 1.610 0.145 2.72 0.799 0.310 0.326 0.623 51 2.375 2.067 0.154 3.65 1.070 0.666 0.561 0.787 2 2.469 3.068 2! 2.875 0.203 5.79 1.700 1.530 1.060 0.947 64 75 3.500 0.216 7.58 2.230 3.020 1.720 1.160 3 2.390 3.210 5.450 89 4.000 3.548 0.226 9.11 2.680 4.790 1.340 3 4.026 0.237 10.79 3.170 7.230 1.510 4.500 5.563 6.625 102 5.047 0.258 14.62 4.300 15.20 1.880 127 2.250 0.280 0.322 6. 152 6.065 18.97 5.580 28.10 8.500 203 8.625 7.981 28.55 8.400 72.50 16.80 2.940 254 10.750 10.020 0.365 40.48 11.90 161.0 29.90 3.670 10 12 310 12.750 12.000 0.375 49.56 14.60 279.0 43.80 4.380 kg/m 10° mm 10' mm' in mm 1.3 0.007 0.667 6.640 13 21.3 15.8 2.77 161 19 26.7 20.9 2.87 1.7 215 0.015 1.160 8.490 25 26.6 3.38 2.5 319 0.037 2.190 10.70 1 1. 1 33.4 32 42.2 35.1 3.56 3.4 431 0.081 3.820 13.70 4.0 516 0.129 5.340 15.80 38 48.3 40.9 3.68 51 3.91 5.4 693 0.277 9.190 20.00 2 60.3 52.5 64 2 62.7 5.16 8.6 1 100 0.637 17.50 24.10 73.0 75 5.49 11.3 1440 1.260 28.30 29.60 3 88.9 77.9 89 3! 5.74 13.6 1730 2.080 40.80 34.70 102.0 90.1 2050 2.980 52.30 38.10 6.02 6.55 102 4 114.0 102.0 16.1 127 21.8 2770 6.230 88.40 47.40 141.0 128.0 28.2 3 600 11.50 137.0 56.50 152 203 6. 168.0 154.0 7.11 5 420 7 680 8 8.18 42.5 29.60 270.0 73.90 219.0 203.0 254 10 9.27 60.2 65.10 0ר47 92.10 273.0 255.0 310 12 9.52 73.3 9410 116.0 716.0 111.0 324.0 305.0 Note: S- 1/(4,/2)
Transcribed Image Text:TABLE 7. AMERICAN STANDARD STEEL PIPES DIMENSIONS AND PROPERTIES APPENDIX 851 U.S. CUSTOMARY UNITS AND SI UNITS (ABRIDGED LIST) Dimensions Properties Weight Outside Inside Wall Nominal Diameter per Foot Diameter Diameter Thickness in in in? in in in Ib/ft in in 0.840 0.622 0.109 0.85 0.250 0.261 0.017 0.037 13 0.041 19 1.050 0.824 0.113 1.13 0.333 0.071 0.334 25 1.315 1.049 0.133 1.68 0.494 0.087 0.133 0.421 1.660 1.380 0.140 2.27 0.669 0.195 0.235 0.540 1! 32 38 1.900 1.610 0.145 2.72 0.799 0.310 0.326 0.623 51 2.375 2.067 0.154 3.65 1.070 0.666 0.561 0.787 2 2.469 3.068 2! 2.875 0.203 5.79 1.700 1.530 1.060 0.947 64 75 3.500 0.216 7.58 2.230 3.020 1.720 1.160 3 2.390 3.210 5.450 89 4.000 3.548 0.226 9.11 2.680 4.790 1.340 3 4.026 0.237 10.79 3.170 7.230 1.510 4.500 5.563 6.625 102 5.047 0.258 14.62 4.300 15.20 1.880 127 2.250 0.280 0.322 6. 152 6.065 18.97 5.580 28.10 8.500 203 8.625 7.981 28.55 8.400 72.50 16.80 2.940 254 10.750 10.020 0.365 40.48 11.90 161.0 29.90 3.670 10 12 310 12.750 12.000 0.375 49.56 14.60 279.0 43.80 4.380 kg/m 10° mm 10' mm' in mm 1.3 0.007 0.667 6.640 13 21.3 15.8 2.77 161 19 26.7 20.9 2.87 1.7 215 0.015 1.160 8.490 25 26.6 3.38 2.5 319 0.037 2.190 10.70 1 1. 1 33.4 32 42.2 35.1 3.56 3.4 431 0.081 3.820 13.70 4.0 516 0.129 5.340 15.80 38 48.3 40.9 3.68 51 3.91 5.4 693 0.277 9.190 20.00 2 60.3 52.5 64 2 62.7 5.16 8.6 1 100 0.637 17.50 24.10 73.0 75 5.49 11.3 1440 1.260 28.30 29.60 3 88.9 77.9 89 3! 5.74 13.6 1730 2.080 40.80 34.70 102.0 90.1 2050 2.980 52.30 38.10 6.02 6.55 102 4 114.0 102.0 16.1 127 21.8 2770 6.230 88.40 47.40 141.0 128.0 28.2 3 600 11.50 137.0 56.50 152 203 6. 168.0 154.0 7.11 5 420 7 680 8 8.18 42.5 29.60 270.0 73.90 219.0 203.0 254 10 9.27 60.2 65.10 0ר47 92.10 273.0 255.0 310 12 9.52 73.3 9410 116.0 716.0 111.0 324.0 305.0 Note: S- 1/(4,/2)
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