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This section includes 7 Mcqs, each offering curated multiple-choice questions to sharpen your Prestressed Concrete Structures Questions and Answers knowledge and support exam preparation. Choose a topic below to get started.
1. |
Calculate spacing of a prestressed concrete T slab using 12mm diameter of two legged stirrups such that fc is 415, vcw = 1900kn, balance shear is 934×103? |
A. | 165kn |
B. | 345kn |
C. | 230kn |
D. | 450kn |
Answer» B. 345kn | |
2. |
Calculate the slope angle such that eccentricity is 750, length is 40m and stress induced is 1000n/m2? |
A. | 0.89 |
B. | 0.075 |
C. | 0.054 |
D. | 0.065 |
Answer» C. 0.054 | |
3. |
Check for ultimate shear strength such that shear force, Vu = 2834 kn, According to IRC: 18-2000, the ultimate shear resistance of the support section uncracked in flexure loss ratio is 0.8, p is 12000×103, area is 0.88 x 106mm2? |
A. | 11.3n/mm2 |
B. | 23.5n/mm2 |
C. | 19.9n/mm2 |
D. | 10.9n/mm2 |
Answer» E. | |
4. |
Calculate failure by crushing of concrete such that bw is 200, d is 1750, fck is 60n/mm2, b is800, Df is 400? |
A. | 12253x106nmm |
B. | 15253x106nmm |
C. | 18253x106nmm |
D. | 16253x106nmm |
Answer» D. 16253x106nmm | |
5. |
Calculate the mid support section given that Ap = 7980mm2, fck = 60n/mm2, b = 800mm, fp = 1862n/mm2, bw = 200mm, Mu(required) = 16865knm, Dt = 400mm, d = 1750mm, failure by yielding of steel? |
A. | 1204 |
B. | 23402 |
C. | 1298 |
D. | 45367 |
Answer» C. 1298 | |
6. |
Calculate bending moment of dead load given total load = 14n/mm2, Dead load bending moment dead weight of slab = 12kn/m2, dead weight of w.c = 1.76kn/m2, span length is 10.4m? |
A. | 120knm |
B. | 130knm |
C. | 190knm |
D. | 160knm |
Answer» D. 160knm | |
7. |
Calculate Permissible stresses compressive stresses in concrete at transfer and working loads, as recommended given fct = 15n/mm2, fst = 0.8, fcw is 12n/mm2? |
A. | 13.2 |
B. | 13.4 |
C. | 13.8 |
D. | 13.0 |
Answer» B. 13.4 | |