Determine the force in member DJ, in kN. 10 kN 10 kN E B F 6 m G L K J H Y10 kN 6 panels at 4 m 14.14 16.67 10.12 18.33
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- 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 mFind all forces in member AB,BD,DE 7kN 24KN 7kN A B 0.Sm D F 000 1.5m 1.5m SkN Fig.4-100N/m |20N- h ਸਾਧ P E थे Zm B Am C med Im IR₁ R Draw the shear and moment diagram
- SAQ 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-9-6. Locate the centroid ỹ of the area. 1m -2 m- Prob. 9-6 14Determine the moment at point B and point D of the beam 76416 Y B A */0in # -15in- C A 152916 D DOOD 1010-4
- 2-6. Resolve the force F, into components acting along Resolve the force F, into components acting along the u and v axes and determine the magnitudes of the the pos 2- ts ac S. components. she u and v axes and determine the magnitudesong componentsLンレ c31 5.9a حل القود 70° 30° 45° F= 300 N F2 = 500 Nv Probs. 2-4/5/6Draw 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 A3m •Analyze the simple truss shown. H 3 6KN 4m рат жёт C 7KN + 4m W 8KN 4 AM t 4.5m
- Fobe Acrobat Reader DC indow Help exercisechapter3.pdf x 2 /2 135% 4. Determine the vertical displacement of joint Cof the truss. Each member has a cross-sectional area of Use the method of virtual work. Given E = 200 GPa. A 300 %3D mm2. H. 3 m E- B 4 m -4 m 4 m - 4 m 3 kN 3 kN 4 kN (Answer: 4.91 mm11. Replace the loading acting on the beam by a single resultant force. Fig 4-117The Resultant of forces is smgle force at point (8) . the force (P) equol (lo0) to the kight. the hovi Zontal Component of 60 12 130 12 e IA B find (P)? the Resuitant and the force