1 kN F 1 kN J B C E G 5 kN 5 kN 5 kN 1 kN D 1 kN I K -6 panels @ 5 m = 30 m- 1 kN h=8m LA 12. Calculate the force at member GH O a. 1.859kN T O b. 1.859kN C O c. 1.371kN T O d. 1.371kN C H L
1 kN F 1 kN J B C E G 5 kN 5 kN 5 kN 1 kN D 1 kN I K -6 panels @ 5 m = 30 m- 1 kN h=8m LA 12. Calculate the force at member GH O a. 1.859kN T O b. 1.859kN C O c. 1.371kN T O d. 1.371kN C H L
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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