What are the protections used in 415 V Class II side?

What are the protections used in 415 V Class II side?
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1 Answer

Answer :

LV to UPS

1. CTZM

2. 50 (instantaneous over current)

3. short circuit

UPS to PMCC S & T

1. 51 RYB (inverse over current)

2. 27 (under voltage)

3. 51N (earth fault)

From Class III to Class II tie

CTZM at Class III and 51, 51N at Class II. 
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Description : Highest test partnership by a pair in test cricket history is 415 runs. A. Jayasuriya and Mahnama (SL Vs India) B. Sangakara and Jayawardene (SL Vs SA) C. Neil McKenzie and Gram Smith (SA Vs Bangladesh) D. Trott and Broad (Eng Vs Pak)

Last Answer : ANSWER: C

Highest test partnership by a pair in test cricket history is 415 runs. A. Jayasuriya and Mahnama (SL Vs India) B. Sangakara and Jayawardene (SL Vs SA) C. Neil McKenzie and Gram Smith (SA Vs Bangladesh) D. Trott and Broad (Eng Vs Pak)

Description : Highest test partnership by a pair in test cricket history is 415 runs. A. Jayasuriya and Mahnama (SL Vs India) B. Sangakara and Jayawardene (SL Vs SA) C. Neil McKenzie and Gram Smith (SA Vs Bangladesh) D. Trott and Broad (Eng Vs Pak)

Last Answer : ANSWER: C

Highest test partnership by a pair in test cricket history is 415 runs. A. Jayasuriya and Mahnama (SL Vs India) B. Sangakara and Jayawardene (SL Vs SA) C. Neil McKenzie and Gram Smith (SA Vs Bangladesh) D. Trott and Broad (Eng Vs Pak)

Description : Highest test partnership by a pair in test cricket history is 415 runs. A. Jayasuriya and Mahnama (SL Vs India) B. Sangakara and Jayawardene (SL Vs SA) C. Neil McKenzie and Gram Smith (SA Vs Bangladesh) D. Trott and Broad (Eng Vs Pak)

Last Answer : ANSWER: C

Highest test partnership by a pair in test cricket history is 415 runs. A. Jayasuriya and Mahnama (SL Vs India) B. Sangakara and Jayawardene (SL Vs SA) C. Neil McKenzie and Gram Smith (SA Vs Bangladesh) D. Trott and Broad (Eng Vs Pak)

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Last Answer : ANSWER: C

The compression in steel (fS) at failure for Fe - 415 grade steel using stress-strain curve shall be [ A ] 0.87 fy [ B ] 0.75 fy [ C ] 0.45 fy [ D ] 0.55 fy

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According to IS: 456-2000 the ultimate moment of resistance of a slab for Fe - 415 HYSD bars is; [ A ] Mu = 0.138 fck bd2 [ B ] Mu = 0.145 fck bd2 [ C ] Mu = 0.152 fck bd2 [ D ] Mu = 0.165 fck bd2

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Last Answer : [ A ] Mu = 0.138 fck bd2

The Minimum percentage of secondary steel in slabs for Fe- 415 grade steel should be __________ of Gross cross-section area [ A ] 0.12% [ B ] 0.15% [ C ] 0.20% [ D ] 0.25%

Description : The Minimum percentage of secondary steel in slabs for Fe- 415 grade steel should be __________ of Gross cross-section area [ A ] 0.12% [ B ] 0.15% [ C ] 0.20% [ D ] 0.25%

Last Answer : [ A ] 0.12%

For Fe- 415 steel and M20grade concrete, the balanced percentage of steel is [ A ] 0.65% [ B ] 0.75% [ C ] 0.86% [ D ] 0.96%

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The Minimum amount of steel for Main reinforcement in slab should be (Fe 415- grade of steel) [ A ] 0.12 percent of gross cross sectional area [ B ] 0.15 percent of gross cross sectional area [ C ] 0.20 percent of gross cross sectional area [ D ] 0.25 percent of gross cross sectional area.

Description : The Minimum amount of steel for Main reinforcement in slab should be (Fe 415- grade of steel) [ A ] 0.12 percent of gross cross sectional area [ B ] 0.15 percent of gross cross sectional area [ C ] 0.20 percent of gross cross sectional area [ D ] 0.25 percent of gross cross sectional area.

Last Answer : [ A ] 0.12 percent of gross cross sectional area

As per IS: 1139, permissible stress in compression steel reinforcement for High Yield strength deformed bars is [ A ] 140 N/mm2 [ B ] 190 N/mm2 [ C ] 230 N/mm2 [ D ] 415 N/mm2

Description : As per IS: 1139, permissible stress in compression steel reinforcement for High Yield strength deformed bars is [ A ] 140 N/mm2 [ B ] 190 N/mm2 [ C ] 230 N/mm2 [ D ] 415 N/mm2

Last Answer : [ B ] 190 N/mm2

As per IS:1139, the characteristic yield strength for cold twisted deformed bars is [ A ] 250 N/mm2 [ B ] 415 N/mm2 [ C ] 500 N/mm2 [ D ] 550 N/mm2

Description : As per IS:1139, the characteristic yield strength for cold twisted deformed bars is [ A ] 250 N/mm2 [ B ] 415 N/mm2 [ C ] 500 N/mm2 [ D ] 550 N/mm2

Last Answer : [ C ] 500 N/mm2

As per IS:1139, the characteristic yield strength for hot rolled High yield strength deformed bars is [ A ] 250 N/mm2 [ B ] 415 N/mm2 [ C ] 500 N/mm2 [ D ] 550 N/mm2

Description : As per IS:1139, the characteristic yield strength for hot rolled High yield strength deformed bars is [ A ] 250 N/mm2 [ B ] 415 N/mm2 [ C ] 500 N/mm2 [ D ] 550 N/mm2

Last Answer : [ B ] 415 N/mm2

Brother A and B had some savings in the ratio 5:6. They decided to buy a gift for their sister, sharing the cost in the ratio 4:5. After they bought, A is left with three-fourth of his amount, while B is left with Rs.497. Then, the value of the gift is a) 215 b) 115 c) 315 d) 415 e) None of these

Description : Brother A and B had some savings in the ratio 5:6. They decided to buy a gift for their sister, sharing the cost in the ratio 4:5. After they bought, A is left with three-fourth of his amount, while B is left with Rs.497. Then, the value of the gift is a) 215 b) 115 c) 315 d) 415 e) None of these

Last Answer : Answer: C Let the savings of A and B are 5x, 6x and the share cost of gift are 4y, 5y respectively. According to question, For A, 5x-4y=3/4×5x =>x=16y/5 For B, 6x-5y=497 =>6×16y/5-5y=497 =>y=35 Cost of gift=4y+5y=9×35 =315

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Occlusal cavity with extension of the buccal fissure is classified as, A. Class II B. Class III C. Class I D. Class V

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Last Answer : Answer: B