In a jib crane, the jib and tie rod are 5 m and 4 m long respectively. The height of crane post is 3 m and tie rod remains horizontal. Determine the forces produced in the jib and tie rod when a load of 2 kN is suspended at the crane head
Here it is given vertical post is 3 m high length of jib is 5 m long and tie is 4 m long weight acting is 2 kN since the line of action of all forces acts on a coincident point
"h_r =5 -3 = 2m\\\\\ntan\\theta= 3\/2\\\\\n\\theta =56.31\u00b0\\\\\nT =2\/\\cos56.31\u00b0= 3.606\\textsf{ kN}"
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