Question 5 Find the reactions at pin A and roller B in the structure below. 3...
Question 6 Solve for the reactions at pin A and roller B in the structure below. 12 kips 20 kips 10 kips 15'-0" B 15'-0" 15'-0" '15'-0" 15'-0" 60'-0" 8 kips Upload Choose a File
Question 2 Draw the Free Body Diagram for the structure below. 5 kips 14 kips 6 kips 3'-0" 7'-0" + 6-0" 4'-0" А L = 20'-0" B Upload Choose a File
The metal plate shown is held in position by a pin connection at B and a roller at C. Find the reactions at B and C for the equilibrium of the plate. F1=3500lb Write the final answer here and upload the file with step by step calculations. F1 26° А с 10 ft 9 ft 2 ft B
Question 3 Draw the Free Body Diagram for the structure below. 500 lb 3'-0" 5 - 0" 3'-0" 800 lb 60° Roller ATA Pin B support OOO 3 Upload Choose a File
The metal plate shown is held in position by a pin connection at B and a roller at C. Find the reactions at B and C for the equilibrium of the plate. F1=3500lb Write the final answer here and upload the file with step by step calculations. F1 26° C 10 ft 9 ft 2 ft B
Determine the reactions at the roller support B and the pin support
A
Determine the reactions at the roller support B and the pin support A 1 end 6 kN A-t 6 kN/m 3 m
a) the reactions on the pin (pin) A and roller (roller)
B.
b) Internal loads (axial, shear, and flexor moment) at point
E.
2KN/m C PA BE D |-1.5 m+-1.5 m-t1.5 m1.5m 5 KN
2KN/m C PA BE D |-1.5 m+-1.5 m-t1.5 m1.5m 5 KN
Question 16 Draw N diagram for the structure shown (and then scan & upload) A is pinned, D is a roller. 0.8k 0.6k/ 161 2011 Upload Choose alle Question 17 12 pts Draw the V diagram for the structure shown (and then scan & upload). E is fixed. D OB -2 ft 8 ft 3 ft 5 ft 300 lb 7 ft E Upload Choose a File
Question 4 Find the unknown forces in the structure below. B F1 5 F2 50 KN Upload Choose a File
3 ft, 3 ft 3 ft Problem 3. The beam is supported by a pin at point B and a roller at point E. A distributed load q = 1 kip/ft is applied across AC, and a point load P = 5 kips and counter-clockwise moment M = 9 kips . ft are applied at point D. Determine the reactions at the supports, and draw the shear and bending moment diagrams.