15 kN/m 60 kN C A I B 21 10 m 5 m 5 m Figure no. 8 Situation 9. A continuous beam with a span of 20m is supported at both ends by a hinged support and a roller at point B as shown in the figure no. 8. The beam does not have a same moment of inertia for the two spans. Use E = 200 GPa and I = 700 x 106 mm². 25. Which of the following most nearly gives the slope at B? a. 0.000361 rad b. 0.000115 rad c. 0.000892 rad d. 0.000427 rad 26. Which of the following most nearly gives the moment at B, in kN.m? a. b. -204 -324 C. -108 d. -225

Q: Determine the minimum magnitude of F for which motion impends if µg = 0.3 а 58.9N c F>0 %3D b 6.00 N…

A: Calculating the minimum magnitude F: F¯=μsNF∵NF=mg=20×9.81=196.2 NF¯=0.3×196.2F¯=58.86 N≃58.9 N

Q: 20 k G 15 ft 10k E F 10 k 10 ft C. 20 k 20 k 25 ft 15 10 25 25 10 15 ft ft ft ft ft ft

A:

Q: 7' AD SC A 10' 4000 165 Et B 6' boolbs F↓ J x 30°, 1000 155 G CALCULATE FORCES BE, FC, CG, BC EC, AE

A:

Q: The rope AB exerts a 65 Newton force T on collar A. Determine the magnitude of vector component of T…

A:

Q: The beam is subjected to the loading shown. If a = 180 mm, determine the absolute maximum bending…

A: Absolute Max Stress = 105.105 MPaExplanation:

Q: 6' 8⁰ I 10' 5' с 1000 155 A 45° F 2000 15's 61 J S D B Calculate Forces in 7' 500 lbs IJ FD CB H 45°…

A:

Q: What is the shear load V and moment M at J?

A: