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1-32 A control pedal for actuating a spring mechanism is shown in the figure. Calculate the shear stress in pins A and B due to force P when it causes a stress of 75 MPa in rod AB. Both pins are in double shear. PROBLEMS 49 600 N 200 400 300

1-32 A control pedal for actuating a spring mechanism is shown in the figure. Calculate the shear stress in pins A and B due to force P when it causes a stress of 75 MPa in rod AB. Both pins are in double shear. PROBLEMS 49 600 N 200 400 300

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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1-32  A control pedal for actuating a spring mechanism is shown in the figure. Calculate the shear stress in pins A and B due to force P when it causes a stress of 75 MPa in rod AB. Both pins are in double shear.

Diameter of the Pin attached in the photo of the table provided below.

1-32 A control pedal for actuating a spring mechanism is shown in the figure. Calculate the shear stress in pins A and B due to force Pwhen it causes a stress of 75 MPa in rod AB. Both pins are in double shear. PROBLEMS 49 600 N 200 400 300 Fig. PI-32
Transcribed Image Text:1-32 A control pedal for actuating a spring mechanism is shown in the figure. Calculate the shear stress in pins A and B due to force Pwhen it causes a stress of 75 MPa in rod AB. Both pins are in double shear. PROBLEMS 49 600 N 200 400 300 Fig. PI-32
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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