MCQOPTIONS
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MCQOPTIONS
This section includes 26 Mcqs, each offering curated multiple-choice questions to sharpen your Strength Materials knowledge and support exam preparation. Choose a topic below to get started.
| 1. |
The ______________ of a column is the distance between the points of zero bending moments. |
| A. | Slenderness ratio |
| B. | Eccentricity |
| C. | Radius of gyration |
| D. | Effective length |
| Answer» E. | |
| 2. |
When space is less, the ___________ staircases is much preferred. |
| A. | Open well |
| B. | Dog legged |
| C. | Spiral stair |
| D. | Circular |
| Answer» C. Spiral stair | |
| 3. |
As per IS 456:2000; the slope or pitch of stairs should be in between 25 ° to ___________ |
| A. | 45° |
| B. | 90° |
| C. | 40° |
| D. | 120° |
| Answer» D. 120° | |
| 4. |
Generally in residential buildings, the width of stay is kept as ____________ |
| A. | 2m |
| B. | 1m |
| C. | 5m |
| D. | 4m |
| Answer» C. 5m | |
| 5. |
Torsion reinforcement is provided in ___________ slab |
| A. | One way slab |
| B. | Two way slab |
| C. | Simply supported slab |
| D. | Cantilever slab |
| Answer» C. Simply supported slab | |
| 6. |
A slab supporting only in two edges opposite to each other is ______ |
| A. | Two way slab |
| B. | One way slab |
| C. | Continuous slab |
| D. | Cantilever slab |
| Answer» C. Continuous slab | |
| 7. |
Transverse bars are also called as _________ |
| A. | Main bars |
| B. | Anchor bars |
| C. | Distribution bars |
| D. | Stirrups |
| Answer» D. Stirrups | |
| 8. |
The standard __________ are provided in deformed bars. |
| A. | Anglets |
| B. | Bends |
| C. | Fillets |
| D. | Lugs |
| Answer» C. Fillets | |
| 9. |
Anchorage value for “U” hook is ________ |
| A. | 16 × diameter of bar |
| B. | 12 × diameter of bar |
| C. | 10 × diameter of bar |
| D. | 8 × diameter of bar |
| Answer» B. 12 × diameter of bar | |
| 10. |
Calculate the limiting depth of the neutral axis for mild steel of effective depth 400 mm. |
| A. | 318mm |
| B. | 212mm |
| C. | 455mm |
| D. | 656mm |
| Answer» C. 455mm | |
| 11. |
Bond stress for M20 grade concrete in tension is ____________ |
| A. | 1.4 |
| B. | 1.2 |
| C. | 1.5 |
| D. | 1.8 |
| Answer» C. 1.5 | |
| 12. |
TRANSVERSE_BARS_ARE_ALSO_CALLED_AS_____?$ |
| A. | Main bars |
| B. | Anchor bars |
| C. | Distribution bars |
| D. | Stirrups |
| Answer» D. Stirrups | |
| 13. |
Torsion reinforcement is provided in _____ slab$ |
| A. | One way slab |
| B. | Two way slab |
| C. | Simply supported slab |
| D. | Cantilever slab |
| Answer» C. Simply supported slab | |
| 14. |
A_slab_supporting_only_in_two_edges_opposite_to_each_other_is_______$ |
| A. | Two way slab |
| B. | One way slab |
| C. | Continuous slab |
| D. | Cantilever slab |
| Answer» C. Continuous slab | |
| 15. |
The ________ of a column is the distance between the points of zero bending moments. |
| A. | Slenderness ratio |
| B. | Eccentricity |
| C. | Radius of gyration |
| D. | Effective length |
| Answer» E. | |
| 16. |
When space is less; the _____ staircases is much preferred. |
| A. | Open well |
| B. | Dog legged |
| C. | Spiral stair |
| D. | Circular |
| Answer» C. Spiral stair | |
| 17. |
As per IS 456:2000; the slope or pitch of stairs should be in between 25 ° to _____$ |
| A. | 45° |
| B. | 90° |
| C. | 40° |
| D. | 120° |
| Answer» D. 120¬¨¬®‚Äö√†√ª | |
| 18. |
Generally in residential buildings, the width of stay is kept as ______ |
| A. | 2m |
| B. | 1m |
| C. | 5m |
| D. | 4m |
| Answer» C. 5m | |
| 19. |
The standard ____ are provided in deformed bars? |
| A. | Anglets |
| B. | Bends |
| C. | Fillets |
| D. | Lugs |
| Answer» C. Fillets | |
| 20. |
Anchorage value for “U” hook is ________$ |
| A. | 16 √ó diameter of bar |
| B. | 12 √ó diameter of bar |
| C. | 10 √ó diameter of bar |
| D. | 8 √ó diameter of bar |
| Answer» B. 12 ‚Äö√†√∂‚àö‚â• diameter of bar | |
| 21. |
Lap splices should not be used for bars larger than _____ mm. |
| A. | 45mm |
| B. | 54mm |
| C. | 36mm |
| D. | 72mm |
| Answer» D. 72mm | |
| 22. |
Calculate the limiting depth of neutral axis for mild steel of effective depth 400 mm |
| A. | 318mm |
| B. | 212mm |
| C. | 455mm |
| D. | 656mm |
| Answer» C. 455mm | |
| 23. |
Determine the limiting percentage of steel for singly reinforced sections of M20 grade & Fe415. |
| A. | 0.68 |
| B. | 0.79 |
| C. | 0.96 |
| D. | 1.76 |
| Answer» D. 1.76 | |
| 24. |
Calculate the factored bending moment of a rectangular reinforced concrete beam of effective span 4300 mm and load imposed 37.5 kN/m. |
| A. | 100kNm |
| B. | 127kNm |
| C. | 130kNm |
| D. | 145kNm |
| Answer» D. 145kNm | |
| 25. |
The formation of diagonal cracks at junctions is due to ________ |
| A. | Shear stress |
| B. | Bond stress |
| C. | Temperature stress |
| D. | Lateral stress |
| Answer» B. Bond stress | |
| 26. |
Bond stress for M20 grade concrete in tension is |
| A. | 1.4 |
| B. | 1.2 |
| C. | 1.5 |
| D. | 1.8 |
| Answer» C. 1.5 | |