5 cm O a. 7.50 kN b. 10.0 kN Oc. 6.67 kN Od. 5.75 kN e. 0.0 kN 10 cm 10 cm 15 cm15 cm
Spokes Inc. sold a bike to Dee on credit for Dee’s personal use. Dee granted Spokes a security interest in the bike to secure payment of the unpaid purchase price. Spokes did not file a financing statement. Under these facts: a. Spokes’ security interest in the bike is perfected. b. If Dee sells the bike to Phil for his personal use, Phil pays value, and Phil does not know of the security interest, then Phil will take the bike free...
Draw the SFD and BMD, and find the actual force.
5 KN B с 5 kN/m B IDINI с *2+2+ lokNam 2. 9 3 Dhinge 2 A roller *2 l 2 t SFD , BMD, Axial Force
The A913 steel rod is subjected to the loading shown with P 15 kN The cross-sectional area of the rod is 80 mm, Neglect the size of the couplings at B and C. .75m 45 45 .50 m 6AN 6 kN SAN 5 AN
Calculate the normal force FCD
B 30° 30° D C a 5 KN 10 KN
Q1: Determine the reactions at supports A, B and D. 4.KN 5 kN 8 kN.m 60° 3 1.5 m B 4 6-KN 45° -3 m 2 m t
Q1: Determine the reactions at supports A, B and D. 4.KN 5 kN 8 kN.m 60° 3 1.5 m B 4 6-KN 45° -3 m 2 m t
3 kN 2kN 5 kN 2 kN A C 0.3m0.3m0.3 m 0.4 m 8. To model the entire beam (whether that is for BMD, SFD, or the equation of the elastic curve) using method of sections how many cuts would one have to make for this beam? a. 1 b. 2 c. 3 d. 4 е. 5 9. What is the shear force in section D-E? a. 5 kN b. 3 kN c. 2 kN d. -3 KN 10. What...
F for equilibrium Set F -7.0 kN 1) , 19.6 kN Figure 5 kN xE 70。 Part B F 9.6 kN 1) Part B S kN 70 Units
draw shear force diagram and bending moment diagram
10 kN 5 kN 5 kN 2 kN/m 4 m 3 m--- 2m- 2 m - 3 m--
4 m Consider the following truss. 5 kN A 4 m 5 kN DY 5 kN 4 m USE METHOD OF SECTIONS to determine the forces in members DG, DE, DB, and DA. State whether the members are in tension or compression.