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B 1200 mm 7.00 N/m 600 mm 700 mm

B 1200 mm 7.00 N/m 600 mm 700 mm

International Edition---engineering Mechanics: Statics, 4th Edition
International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
Publisher:Andrew Pytel And Jaan Kiusalaas
Chapter7: Dry Friction
Section: Chapter Questions
Problem 7.59P: How many turns of rope around the capstan are needed for the 40-lb force to resist the 8000-lb pull...
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Bent rod ABC is supported by a pin and bracket at A and  a cable at C to D. The weight of the bent rod is 7.00 N/m and triangular distributed load is applied from point B to C as shown

1-2: See questions in image

3. What approximates the tension force?

4. What is the magnitude of the resultant of the triangular distributed load, F_BC, and its location d?

B 1200 mm B WAB FBC Wac d 1200 mm 7.00 N/m C 600 mm 700 mm 600 mm 700 mm 3. Which of the following vector equations CORRECTLY represents the summation of forces equation for the equilibrium of the bent rod? A. FA= (-WABI) + (-WBCI) + (-FBCI) + Tcp<0,0.700,-0.600 > B. FA + (-WABI) + (-WBCI) + (-FBCI) + TCD <0, 0.759,-0.651 >= 0 C. FA+ (-WABI) + (-WBCI) + (-FBCI) + TCD <0,-0.759, 0.651 >= 0 D. FA+ (-WABI) + (−WBC) + (−FBCĴ) + Tcp<0,0.700,-0.600 >= 0 4. Which of the following is the correct expression resulting to the summation of moments about x-axis? A. WAB (0.3) + WBC (0.6) + FBC (0.6)+7(0.759)(0.6) = 0 B. WAB (0.3) + WBC (0.6) + FBC (0.6) - T(0.651)(0.6) = 0 C. WAB (0.3) + WBC (0.6) +FBc (0.6) T(0.759)(0.6) = 0 D. WAR (0.3) + WRC (0.6) + FRC (0.6) + T(0.651) (0.6)=0
Transcribed Image Text:B 1200 mm B WAB FBC Wac d 1200 mm 7.00 N/m C 600 mm 700 mm 600 mm 700 mm 3. Which of the following vector equations CORRECTLY represents the summation of forces equation for the equilibrium of the bent rod? A. FA= (-WABI) + (-WBCI) + (-FBCI) + Tcp<0,0.700,-0.600 > B. FA + (-WABI) + (-WBCI) + (-FBCI) + TCD <0, 0.759,-0.651 >= 0 C. FA+ (-WABI) + (-WBCI) + (-FBCI) + TCD <0,-0.759, 0.651 >= 0 D. FA+ (-WABI) + (−WBC) + (−FBCĴ) + Tcp<0,0.700,-0.600 >= 0 4. Which of the following is the correct expression resulting to the summation of moments about x-axis? A. WAB (0.3) + WBC (0.6) + FBC (0.6)+7(0.759)(0.6) = 0 B. WAB (0.3) + WBC (0.6) + FBC (0.6) - T(0.651)(0.6) = 0 C. WAB (0.3) + WBC (0.6) +FBc (0.6) T(0.759)(0.6) = 0 D. WAR (0.3) + WRC (0.6) + FRC (0.6) + T(0.651) (0.6)=0
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