The uniform A-36 steel bar in Fig. 4-5a has a diameter of 50 mm and is subjected to the loading shown. Determine the displacement at D. and the displacement of point B relative to C. A 2 m. B 80 KN -1 m (a) 40 KN C - -1.5 m- D 70 kN NBC = 50 KN NCD= 70 KN NBC= 30 kN, 80 kN (b) 40 kN 40 KN 70 kN 70 kN 70 kN
The uniform A-36 steel bar in Fig. 4-5a has a diameter of 50 mm and is subjected to the loading shown. Determine the displacement at D. and the displacement of point B relative to C. A 2 m. B 80 KN -1 m (a) 40 KN C - -1.5 m- D 70 kN NBC = 50 KN NCD= 70 KN NBC= 30 kN, 80 kN (b) 40 kN 40 KN 70 kN 70 kN 70 kN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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