3. Determine the support reactions on the member shown below. The collar at B is fixed to the member and can slide vertically along the vertical shaft. The roller at A rests on a flat surface. The 100lb external force acts at the top of the member which has a total thickness of 0.5 ft P₁. 2 ft A 1.7 000 30° 10016 2 4 Ift 30 3 ft 05B Sin30= x= 21 si
3. Determine the support reactions on the member shown below. The collar at B is fixed to the member and can slide vertically along the vertical shaft. The roller at A rests on a flat surface. The 100lb external force acts at the top of the member which has a total thickness of 0.5 ft P₁. 2 ft A 1.7 000 30° 10016 2 4 Ift 30 3 ft 05B Sin30= x= 21 si
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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