The fundamental natural period (Ta ) for an RC moment-resisting frame building of height 30 m, as per IS 1893 empirical formula is approximately
- A0.75 s
- B1.0 sCorrect
- C1.5 s
- D2.0 s
Solution
Concept
Empirical fundamental natural period of RC frame
Formula
Ta = 0.075 × h0.75
Step-by-step solution
1. IS 1893:2016 provides empirical formulas for fundamental natural period Ta of buildings. 2. For a bare RC moment-resisting frame building without masonry infills, Ta = 0.075 × h0.75. 3. Given height of the building h = 30 m. 4. Evaluating (30)0.75 = (303)0.25 = (27,000)0.25 = 12.818. 5. Ta = 0.075 × 12.818 = 0.961 seconds approx 1.0 s. Answer: B
Explanation
As per IS 1893 (Part 1): 2016 Clause 7.6.2, the approximate fundamental natural period of an RC moment-resisting frame building without masonry infills is given by Ta = 0.075 × h0.75. For height h = 30 m, Ta = 0.075 × (30)0.75 = 0.075 × 12.82 = 0.96 s, which is approximately 1.0 s.
Why the other options are wrong
A) 0.75 s underestimates the flexible period of a 30 m bare frame. C) 1.5 s corresponds to a much taller structure of roughly 55 m. D) 2.0 s corresponds to a tall high-rise building of over 80 m.
Shortcut
Ta = 0.075 × h0.75 ≈ 0.075 × 12.82 ≈ 0.96 s ≈ 1.0 s.
Common mistake
Using Ta = 0.09 × h / √(d), which applies to buildings with masonry infill panels.
Correct answer: B) 1.0 s