A structural steel beam connection requires 6 high-strength bolts, each with a shear capacity of 21.6 kips. If the connection must resist a factored shear load of 95 kips, what is the utilization ratio of this connection?
Correct Answer
C) 0.73
Total connection capacity = 6 bolts × 21.6 kips/bolt = 129.6 kips. Utilization ratio = Applied load ÷ Capacity = 95 kips ÷ 129.6 kips = 0.73 or 73%. This indicates the connection is adequately designed with reasonable reserve capacity.
Why This Is the Correct Answer
Total bolt capacity = 6 × 21.6 = 129.6 kips. Utilization ratio = applied load ÷ capacity = 95 ÷ 129.6 = 0.733, which rounds to 0.73. A ratio below 1.0 confirms the connection is adequate, and 0.73 indicates roughly 27% reserve capacity — a sensible design margin for high-strength bolt groups.
Why the Other Options Are Wrong
Option A: 0.92
0.92 would result from dividing 95 by approximately 103, not the correct 129.6 kips total capacity. This likely comes from using only 4–5 bolts in the calculation or misapplying a capacity reduction factor that is not part of this problem.
Option B: 0.85
0.85 would require a total capacity of about 111.8 kips, meaning the student may have accidentally used ~18.6 kips per bolt rather than the stated 21.6 kips, or miscounted the bolt group size.
Option D: 1.05
1.05 is greater than 1.0, which would indicate an overloaded (inadequate) connection. This answer results from dividing 95 kips by only 90.3 kips — essentially computing capacity using just 4 bolts at 21.6 kips each — a miscalculation of the bolt group.
Memory Technique
Think of utilization ratio as 'how full is the bucket?' — your load is the water you're pouring in; your total bolt capacity is the bucket size. 95 kips poured into a 129.6-kip bucket is 73% full (0.73). If you overfill (>1.0), the connection fails.
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