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Question 2
A steel girder AB, of mass 200 kg and length 12 m, rests horizontally in equilibrium on two smooth supports at C and D, where AC = 2 m and DB = 2 m. A man of mass 80... show full transcript
Step 1
Answer
To find the reaction at support C, we need to analyze the moments about one support. We will sum the moments around point C.
Let ( R_C ) be the reaction at support C.
The total weight acting downwards includes the weight of the girder and the man:
Total weight ( = 1962 + 784 = 2746 \text{ N} )
The sum of moments about point C equals zero because the system is in equilibrium:
[ R_C \times 10 = 784 \times 6 + 200 \times 4 ] [ 10 R_C = 4704 + 800 ] [ 10 R_C = 5504 ] [ R_C = 550.4 \text{ N} ]
Thus, the reaction at the support at C is approximately ( R_C \approx 550.4 \text{ N} ).
Step 2
Answer
Since the reactions at the two supports are equal and the girder is in equilibrium:
Let ( R_X ) be the reaction at support X. As found earlier, we will set up the equilibrium conditions again. The sum of upward forces must equal the sum of downward forces:
[ R_C = R_X ]
Using the previously derived total weight, we know:
[ 2R_X = 2746 \text{ N} ] [ R_X = \frac{2746}{2} = 1373 \text{ N} ]
Thus, the reaction at the support at X is ( R_X \approx 1373 \text{ N} ).
Step 3
Answer
Now, we need to find the value of x. Again, using the moments about support C, we will write:
At equilibrium, we can set the moments about point B:
[ S_x + (S_X \times 10) = (80 \times 8) + (200 \times 6) ]
Where S is the reaction at C and S_X is the reaction at X:
[ 140 + 1400 = 640 + 1200 ] [ 140 + 1400 = 1840 ] [ 140 = 440 \text{ Field equals} \frac{x}{12} ]
Therefore, solving yields ( x = \frac{12}{2} = 6 \text{ m} ).
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