50 N 10N エ6.1D m 1.5m 3m DETERMINE MOMENT AT O.
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statics of rigid bodies
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- Homeworks: A steel shaft of two segments AB and BC which are rigidly fastened at B Determine: 1) Reactions at A and C. 2) Maximum angle of rotation. 1000N. mn/mm 4m 100mm S0mm 5mm„Find the reactions at D and B ..Take F1=200 N,F2=175 N, F3-150N, M3D28 N.m F1 F2 45 85mm- -75 mm- M F3 B |A D 125 N -100 mm- -150 mm- 50 mmMoment wrt point A
- Questions kasainta05h_chp16.17m What is the fixed end moment FEMAB for the beam with a settlement of 25 mm at support C? 20 kN/m 60 kN 5. E D -8 m+am+4m 7. -8 m El - constant E= 70 GPa /= 800 (10) mm 10. O 713 kN-m O0.1913 N-m O 230.0 N-m O a 106 7AN-mGet the bending moment diagram. 8kN/m ΕΙ 4m B 10KN EI _|_2m| 2m 8kN/m EI 4m D[Q5] ( problem 3/20sp134) reactions رسم السؤال Determine the at the pin A" and the roller E'r if (p= 500N). Ane Ax = 1285N, Ay=2964N, 4000 N 30% B 3 m 4 m 4 m %3D E = 3285 N. %3D
- Ans (P) - 50.4KN need explanation2. (a). Obtain the total elongation of a steel bar of cross-sectional Area 1250mm2 acted upon by forces indicated in the diagram below. E-205,000N/mm2 15N- 5N 20N 40N 15N 1.5m 1.5m 3m Im TAt man Im 12. 5omxA.) CREATE A SHEAR DIAGRAM BY AREA MOMENT AND BY PARTS B.) CREATE A M/EI DIAGRAM BY AREA MOMENT AND BY PARTS ITEM 1.0 180 kN 15 kN/m A В C- D -5 m- -5 m- -4 m- El = constant E = 70 GPa %3D I = 2,340 (10°) mm4 %3D
- 60N LO 30 Nm, CCW 30 Nm, CW Q 270 Nm, CCW 270 Nm, CW LP L C. 1. Which of the following gives the moment of the 90.0 N-force about the center of the circular plate, 0? 44 510 N-M 2. Which of the following force and couple set acting at point O is equivalent to the given forces applied to the circular plate? 3. Which of the following single forces is equivalent to the given forces applied to the circular plate? A. B. B. 570 N-M 224 N 40° 231N 3m 150N 33.8⁰ 27.4° A P 90N LO D. А 44 1150 N-M 1150 N-M SON P 224 N 231N 33.8⁰ 27.4° P P A. LO 27.4⁰ 231 N C. 3m 33.80 231 N O O 2.28 m L D. L 56.20 224 N 33.8° 224 N A O 2.28 m 2.28 mHwiDetermine the internal forces acting on the cross-Section of Bints H and E of the frame shown ? NH= 527N , VH=37BN, MH= 373 Nim NE 75N Ansi VE 355N, ME= 727 Nim 4m 75N/m 3m 3 m6 Which of the following gives the reaction at C in the given beam? 300N 210 N/m A 100 Nm TITT 5m B O 1238.5 N 1693.5 N 1700.0 N O 1771.5 N int. hinge D 5m CT 3m 12m 2m+ 120 N/m ETT 3m F