Please keep at least one language enabled. || కనీసం ఒక భాషను ఎంచుకోండి.
Question 1
ప్రశ్న 1
Which current Indian Standard directly provides the procedures for compressive, flexural and split tensile strength testing of hardened concrete?
Explanation:
IS 516 (Part 1/Sec 1):2021 is the current strength-testing provision for hardened concrete. It covers compressive, flexural and split tensile strength. It replaces the corresponding strength-test provisions of the older IS 516 framework. The former separate IS 5816 method for splitting tensile strength was also brought within the revised IS 516 series. Therefore Option A is correct.
వివరణ:
Question 2
ప్రశ్న 2
Which standard principally specifies the shape, dimensions, making and curing of concrete specimens used for strength tests?
Explanation:
IS 1199 (Part 5):2018 deals with making and curing concrete test specimens. It specifies shapes and dimensions for cubes, cylinders and beams used in strength testing. It also gives procedures for filling, compacting and curing the specimens. The actual hardened-strength test procedures are then covered by the appropriate part of IS 516. Therefore Option A is correct.
వివరణ:
Question 3
ప్రశ్న 3
What is the standard cube specimen size for concrete strength testing, and when may the smaller alternative cube be used?
Explanation:
IS 1199 Part 5 specifies a 150 mm cube as the standard cube specimen. A 100 mm cube is permitted as an alternative when the largest nominal aggregate size does not exceed 20 mm. Specimen size must be appropriate relative to aggregate size so that the sample remains representative. Arbitrary reduction of cube size can influence the measured result. Therefore Option A is correct.
వివరణ:
Question 4
ప్రశ్న 4
What is the standard cylindrical concrete specimen size specified in IS 1199 (Part 5) for strength testing?
Explanation:
The standard cylindrical specimen has a diameter of 150 mm. Its specified length is 300 mm. Thus its length-to-diameter ratio is nominally two. Smaller cylinders may be used subject to the specified relationship between specimen diameter and maximum aggregate size. Therefore Option C is correct.
వివరణ:
Question 5
ప్రశ్న 5
Which set correctly gives the standard and alternative beam specimen sizes for flexural-strength testing?
Explanation:
IS 1199 Part 5 specifies a standard flexural specimen measuring 150 × 150 × 700 mm. When the largest nominal aggregate size does not exceed 20 mm, a 100 × 100 × 500 mm specimen may be used. These dimensions are coordinated with the corresponding flexural loading spans specified in IS 516. Correct specimen geometry is necessary for consistent modulus-of-rupture results. Therefore Option A is correct.
వివరణ:
Question 6
ప్రశ్న 6
Which statement about test age and number of specimens is correct under IS 516 (Part 1/Sec 1):2021?
Explanation:
Seven and twenty-eight days are among the most commonly recognized ages for concrete strength testing. Other ages may also be selected when early or later strength information is required. IS 516 requires at least three specimens to be tested at each selected age. The age is reckoned from the time water is added to the dry ingredients. Therefore Option A is correct.
వివరణ:
Question 7
ప్రశ్న 7
Which statement correctly describes the compression testing machine used under IS 516 (Part 1/Sec 1):2021?
Explanation:
Concrete compressive strength depends directly on the accuracy of the applied load measurement. IS 516 therefore specifies use of a suitable compression testing machine conforming to IS 14858. The machine is required to be in calibration when the test is performed. The standard specifies calibration at least once per year. Therefore Option A is correct.
వివరణ:
Question 8
ప్రశ్న 8
A concrete cube has been stored in water before its compressive-strength test. Which procedure is appropriate immediately before testing?
Explanation:
The moisture condition of a concrete specimen can influence its measured strength. IS 516 therefore requires excess surface moisture to be wiped from specimens removed from water storage. The interval between removal from curing water and testing should be as short as possible and not more than the specified period. The specimen should be protected against drying during this interval. Therefore Option A is correct.
వివరణ:
Question 9
ప్రశ్న 9
How should a cast concrete cube normally be oriented during the compressive-strength test?
Explanation:
IS 516 specifies that cube specimens are compressed perpendicular to the direction in which they were cast. Consistent orientation reduces one possible source of test variability. The specimen must also be properly centred on the testing-machine platen. Loose grit and foreign matter on the bearing surfaces should be removed. Therefore Option A is correct.
వివరణ:
Question 10
ప్రశ్న 10
What is the specified compressive loading rate under IS 516 (Part 1/Sec 1):2021?
Explanation:
The compressive load is applied without shock and increased continuously. The current standard specifies a constant stress-loading rate of 14 N/mm² per minute. Loading rate matters because excessively rapid or irregular loading can influence the measured failure load. The rate is maintained until the specimen can sustain no greater load. Therefore Option C is correct.
వివరణ:
Question 11
ప్రశ్న 11
A 150 mm concrete cube fails under a maximum compressive load of 675 kN. What is its compressive strength?
Explanation:
Compressive strength equals maximum load divided by the loaded cross-sectional area. The area of a 150 mm cube face is 150 × 150 = 22500 mm². The failure load is 675000 N. Dividing 675000 by 22500 gives 30 N/mm². Therefore Option C is correct.
వివరణ:
Question 12
ప్రశ్న 12
What maximum load corresponds to a compressive stress of 40 N/mm² on a 150 mm cube?
Explanation:
The loaded area of the cube is 22500 mm². Required load equals stress multiplied by area. Thus the load is 40 × 22500 = 900000 N. Converting this to kilonewtons gives 900 kN. Therefore Option C is correct.
వివరణ:
Question 13
ప్రశ్న 13
How is compressive strength reported under IS 516 (Part 1/Sec 1):2021?
Explanation:
The current method specifies the reporting precision for compressive strength. The calculated compressive strength is expressed to the nearest 0.5 MPa. This reporting convention prevents implying greater precision than the test method supports. Flexural and splitting tensile strengths use different reporting increments. Therefore Option C is correct.
వివరణ:
Question 14
ప్రశ్న 14
Three compressive-strength specimens are tested as a set. Which statement correctly describes the IS 516 rule for using their average as representative of the batch?
Explanation:
Concrete specimens from the same batch naturally show some variation. IS 516 normally uses the average of three results as the representative value. This is subject to the individual results not varying by more than ±15 percent from the average. If the variation exceeds that limit, repeat testing is required where possible. Therefore Option A is correct.
వివరణ:
Question 15
ప్రశ్న 15
Three concrete cubes give compressive strengths of 30, 32 and 34 MPa. Based only on the IS 516 ±15 percent variation requirement, which conclusion is correct?
Explanation:
The arithmetic average is (30 + 32 + 34)/3 = 32 MPa. The largest deviation from the mean is 2 MPa. Two divided by 32 corresponds to only 6.25 percent. This is well within the ±15 percent variation criterion. Therefore Option A is correct.
వివరణ:
Question 16
ప్రశ్న 16
How should a badly honeycombed standard cube or cylinder generally be treated in a strength-testing programme?
Explanation:
Bad honeycombing usually indicates defective specimen making or severe lack of compaction. Such a specimen does not reliably represent properly prepared concrete from the batch. IS 516 therefore states that damaged or badly honeycombed specimens should generally not be treated as representative. If such a specimen is nevertheless tested, its condition should be reported. Therefore Option A is correct.
వివరణ:
Question 17
ప్రశ్న 17
Which description correctly represents the loading arrangement for the standard 150 × 150 × 700 mm flexural-strength specimen?
Explanation:
The 150 mm flexural specimen is supported on rollers having a centre-to-centre span of 600 mm. Load is applied through two upper rollers located at the third points of the span. These loading rollers are therefore spaced 200 mm apart. The arrangement creates a constant-moment region between the two applied loads. Therefore Option A is correct.
వివరణ:
Question 18
ప్రశ్న 18
What is the specified stress-loading rate for the flexural-strength test under IS 516 (Part 1/Sec 1):2021?
Explanation:
Flexural testing uses a substantially lower stress-loading rate than the compression test. The specified rate is 0.7 N/mm² per minute. For the 150 mm specimen this corresponds to a total load increase of approximately 4 kN per minute. For the 100 mm specimen the corresponding rate is approximately 1.8 kN per minute. Therefore Option A is correct.
వివరణ:
Question 19
ప్రశ్న 19
A 150 mm × 150 mm flexural specimen is tested on a 600 mm span and fails at a maximum total load of 18 kN with the fracture occurring within the Type A region. Using Fb = PL/(BD²), what is the flexural strength?
Explanation:
For a Type A fracture the modulus of rupture is calculated from PL divided by BD². Here P is 18000 N, L is 600 mm, and B and D are each 150 mm. Substitution gives 18000 × 600 divided by 150 × 150². The result is 3.20 MPa. Therefore Option B is correct.
వివరణ:
Question 20
ప్రశ్న 20
A 150 mm flexural specimen fails at P = 18 kN with the fracture located a = 180 mm from the nearer support. Using Fb = 3Pa/(BD²), what value should be reported to the nearest 0.05 MPa?
Explanation:
For a 150 mm specimen, a fracture located between 170 mm and 200 mm from the nearer support uses the Type B expression. Substituting P = 18000 N, a = 180 mm and B = D = 150 mm gives approximately 2.88 MPa. Flexural strength is reported to the nearest 0.05 MPa. The appropriate reported value is therefore 2.90 MPa. Hence Option C is correct.
వివరణ:
Question 21
ప్రశ్న 21
For a 150 mm flexural specimen, what should be done if the distance a between the fracture line and the nearer support is less than 170 mm?
Explanation:
Flexural-strength interpretation depends on where the beam fractures relative to the loading arrangement. For a 150 mm specimen, the alternative Type B equation applies only over the specified fracture-location interval. If a is less than 170 mm, the failure has occurred too far outside the intended region. IS 516 therefore requires that result to be discarded. Therefore Option A is correct.
వివరణ:
Question 22
ప్రశ్న 22
What is the basic principle of the splitting tensile-strength test?
Explanation:
Direct tensile testing of concrete can be difficult because of gripping and alignment problems. The splitting method instead applies compressive line loads across the specimen. This loading develops transverse tensile stresses through the concrete. Failure normally occurs by splitting along a plane through the applied loading lines. Therefore Option A correctly describes the test principle.
వివరణ:
Question 23
ప్రశ్న 23
Which statement about specimens and load application in the current split tensile-strength test is correct?
Explanation:
The current IS 516 method includes splitting tests for both cylindrical and cubic concrete specimens. The method uses suitable loading arrangements and packing strips to establish concentrated line loading. The load arrangement is fundamentally different from conventional axial compression testing. Proper centring is essential to obtain the intended tensile stress field. Therefore Option A is correct.
వివరణ:
Question 24
ప్రశ్న 24
A 150 mm diameter, 300 mm long concrete cylinder fails in split tension under P = 200 kN. Using fct = 2P/(πLD), what split tensile strength should be reported to the nearest 0.05 MPa?
Explanation:
The cylinder splitting-strength expression is 2P divided by πLD. With P = 200000 N, L = 300 mm and D = 150 mm, the calculated value is approximately 2.83 MPa. IS 516 requires splitting tensile strength to be reported to the nearest 0.05 MPa. The nearest permitted value is therefore 2.85 MPa. Hence Option C is correct.
వివరణ:
Question 25
ప్రశ్న 25
What loading-rate range is specified for the split tensile-strength test?
Explanation:
The splitting load is applied without shock. The current standard specifies a nominal stress-rate range of 1.2 to 2.4 N/mm² per minute. Once the loading rate has been adjusted, it should be maintained until failure. The maximum applied load and relevant fracture characteristics are recorded. Therefore Option C is correct.
వివరణ:
Question 26
ప్రశ్న 26
Consider the following statements about hardened-concrete strength testing:
1. The current IS 516 (Part 1/Sec 1):2021 covers compressive, flexural and split tensile strength.
2. Standard cube compressive loading is applied at 14 N/mm²/min.
3. Flexural test results may have to be discarded when fracture occurs outside the permitted location.
4. The split tensile test directly pulls a concrete cylinder axially from its ends.
Which statements are correct?
1. The current IS 516 (Part 1/Sec 1):2021 covers compressive, flexural and split tensile strength.
2. Standard cube compressive loading is applied at 14 N/mm²/min.
3. Flexural test results may have to be discarded when fracture occurs outside the permitted location.
4. The split tensile test directly pulls a concrete cylinder axially from its ends.
Which statements are correct?
Explanation:
Statement 1 is correct because the current Part 1 Section 1 consolidates the three principal strength-test methods. Statement 2 correctly gives the current compressive loading rate. Statement 3 is correct because flexural-strength validity depends on fracture position relative to the supports and loading points. Statement 4 is incorrect because split tensile strength is induced by diametral compressive loading rather than direct axial tension. Therefore Statements 1, 2 and 3 are correct and Option B is the unique answer.
వివరణ:
Answer Key సమాధానాల పట్టిక
-
Question 1 ప్రశ్న 1Answer: A. IS 516 (Part 1/Sec 1):2021 సమాధానం: A.
-
Question 2 ప్రశ్న 2Answer: A. IS 1199 (Part 5):2018 సమాధానం: A.
-
Question 3 ప్రశ్న 3Answer: A. 150 mm cube; a 100 mm cube may be used when the largest nominal aggregate size does not exceed 20 mm సమాధానం: A.
-
Question 4 ప్రశ్న 4Answer: C. 150 mm diameter × 300 mm length సమాధానం: C.
-
Question 5 ప్రశ్న 5Answer: A. Standard 150 × 150 × 700 mm; alternative 100 × 100 × 500 mm when the largest nominal aggregate size does not exceed 20 mm సమాధానం: A.
-
Question 6 ప్రశ్న 6Answer: A. The usual test ages include 7 and 28 days, and at least three specimens are tested at each selected age. సమాధానం: A.
-
Question 7 ప్రశ్న 7Answer: A. It should conform to IS 14858, be in calibration at the time of testing and be calibrated at least once per year. సమాధానం: A.
-
Question 8 ప్రశ్న 8Answer: A. Wipe off excess surface moisture and test as soon as possible, normally within 2 hours of removal while protecting it from drying. సమాధానం: A.
-
Question 9 ప్రశ్న 9Answer: A. The compressive load should act perpendicular to the direction of casting. సమాధానం: A.
-
Question 10 ప్రశ్న 10Answer: C. 14 N/mm²/min సమాధానం: C.
-
Question 11 ప్రశ్న 11Answer: C. 30 N/mm² సమాధానం: C.
-
Question 12 ప్రశ్న 12Answer: C. 900 kN సమాధానం: C.
-
Question 13 ప్రశ్న 13Answer: C. To the nearest 0.5 MPa సమాధానం: C.
-
Question 14 ప్రశ్న 14Answer: A. The average of the three is representative provided the individual variation is not more than ±15 percent of the average. సమాధానం: A.
-
Question 15 ప్రశ్న 15Answer: A. The results satisfy the variation requirement and the average is 32 MPa. సమాధానం: A.
-
Question 16 ప్రశ్న 16Answer: A. It should not normally be regarded as representative of the concrete quality, and poor specimen condition should be identified in the test record if it is tested. సమాధానం: A.
-
Question 17 ప్రశ్న 17Answer: A. A 600 mm support span with two upper loading rollers at the third points, spaced 200 mm apart సమాధానం: A.
-
Question 18 ప్రశ్న 18Answer: A. 0.7 N/mm²/min, corresponding to about 4 kN/min for the 150 mm specimen సమాధానం: A.
-
Question 19 ప్రశ్న 19Answer: B. 3.20 MPa సమాధానం: B.
-
Question 20 ప్రశ్న 20Answer: C. 2.90 MPa సమాధానం: C.
-
Question 21 ప్రశ్న 21Answer: A. The result should be discarded. సమాధానం: A.
-
Question 22 ప్రశ్న 22Answer: A. A compressive line load is applied diametrically so that transverse tensile stress develops and splits the specimen. సమాధానం: A.
-
Question 23 ప్రశ్న 23Answer: A. Both cube and cylinder specimens are permitted, and suitable packing/loading strips are used to apply the line load. సమాధానం: A.
-
Question 24 ప్రశ్న 24Answer: C. 2.85 MPa సమాధానం: C.
-
Question 25 ప్రశ్న 25Answer: C. 1.2 to 2.4 N/mm²/min సమాధానం: C.
-
Question 26 ప్రశ్న 26Answer: B. 1, 2 and 3 only సమాధానం: B.
