Replace all force -couple system by single force act at A. 240N/m R- 255. 255.415 MA- - 848.5234.P 525N.m 175N 600N -1m 45 1 m
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- 11. Replace the loading acting on the beam by a single resultant force. Fig 4-117-100N/m |20N- h ਸਾਧ P E थे Zm B Am C med Im IR₁ R Draw the shear and moment diagramQuestions 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-m
- If P= 60 N, a) Determine the resultant of the force-couple system acting on the frame if it acts at G. b) Determine the location of the resultant if it is to be located on line FG and line GH. Express this location with respect to point Cou 120 N 240 mm 200 N This shared 15 70° G. D 50 mm |42 Ν.m 80 N 520 mm 40 N-m 180 mm Hi |B 50 mm G A 50 mm 640 mm60N 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 mGet the bending moment diagram. 8kN/m ΕΙ 4m B 10KN EI _|_2m| 2m 8kN/m EI 4m D
- Draw the FBD of member ABC 160 шн 90 mm 240 N 180 mm B 320 mm D. 125 mm 300 mm- Draw the FDBS of member ADB and BEC 1 m 1 m В 1 m D 1.6 m ASAQ 3 Determine the force-couple system acting at point 0. y 50 N 90 N C 40° B 40 N m 400 mm 1300 mm A 4 800 mm A 100 N 3 Answers: R = 83.4 N, 35° S of E, C = 87.4 N m, CW Ww 009 500 mm-7 (2 cis (4 cis A. 1+√3i B. √3-i C. √3 i 4. The expression (į47 — į²¹ + į6² + į8⁰ – i)² when simplified is A. 1 B. i C. -1 3. Evaluate D. -√3+ i D. -i
- 2. (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. 5omx[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. %3DDetermine the moment at point B and point D of the beam 76416 Y B A */0in # -15in- C A 152916 D DOOD 1010-4