The form Work including the props can be removed from beams, only after (A) 3 day (B) 7 days (C) 14 days (D) 21 days

The form Work including the props can be removed from beams, only after
(A) 3 day
(B) 7 days
(C) 14 days
(D) 21 days
by

1 Answer

Answer :

Answer: Option C
by

Related questions

The form work from the slabs excluding props, can be removed only after (A) 1 day (B) 4 days (C) 7 days (D) 14 days

Description : The form work from the slabs excluding props, can be removed only after (A) 1 day (B) 4 days (C) 7 days (D) 14 days

Last Answer : Option B

The form work from the slabs excluding props, can be removed only after (A) 1 day (B) 4 days (C) 7 days (D) 14 days

Description : The form work from the slabs excluding props, can be removed only after (A) 1 day (B) 4 days (C) 7 days (D) 14 days

Last Answer : Answer: Option B

The form work from the sides of beams can be removed only after (A) 1 day (B) 4 days (C) 7 days (D) 14 days

Description : The form work from the sides of beams can be removed only after (A) 1 day (B) 4 days (C) 7 days (D) 14 days

Last Answer : Answer: Option A

Under normal conditions using an ordinary cement, the period of removal of the form work, is: (A) 7 days for beam soffits (B) 14 days for bottom slabs of spans 4.6 m and more (C) 21 days for bottom beams over 6 m spans (D) All the above

Description : Under normal conditions using an ordinary cement, the period of removal of the form work, is: (A) 7 days for beam soffits (B) 14 days for bottom slabs of spans 4.6 m and more (C) 21 days for bottom beams over 6 m spans (D) All the above

Last Answer : Answer: Option D

The form work from the underside of slabs, can be removed only after (A) 1 day (B) 4 days (C) 7 days (D) 14 day

Description : The form work from the underside of slabs, can be removed only after (A) 1 day (B) 4 days (C) 7 days (D) 14 day

Last Answer : Answer: Option C

For walls, columns and vertical faces of all structural members, the form work is generally removed after (A) 24 to 48 hours (B) 3 days (C) 7 days (D) 14 days

Description : For walls, columns and vertical faces of all structural members, the form work is generally removed after (A) 24 to 48 hours (B) 3 days (C) 7 days (D) 14 days

Last Answer : Answer: Option A

The shuttering of a hall measuring 4 m × 5 m, can be removed after (A) 5 days (B) 7 days (C) 10 days (D) 14 day

Description : The shuttering of a hall measuring 4 m × 5 m, can be removed after (A) 5 days (B) 7 days (C) 10 days (D) 14 day

Last Answer : Answer: Option B

How long will it take for the concrete to achieve 100% of its strength? (A) 7 days (B) 14 days (C) 21 days (D) 28 day

Description : How long will it take for the concrete to achieve 100% of its strength? (A) 7 days (B) 14 days (C) 21 days (D) 28 day

Last Answer : Answer: Option D

Newly constructed pavement with ordinary Portland cement attains its working strength after (A) 7 days (B) 14 days (C) 21 days (D) 28 days

Description : Newly constructed pavement with ordinary Portland cement attains its working strength after (A) 7 days (B) 14 days (C) 21 days (D) 28 days

Last Answer : Answer: Option D

In case of multi-storeyed buildings, the forms to be removed first are (A) Sides of beams and girders (B) Column forms (C) Bottom of beams and girders (D) All the above at the same time

Description : In case of multi-storeyed buildings, the forms to be removed first are (A) Sides of beams and girders (B) Column forms (C) Bottom of beams and girders (D) All the above at the same time

Last Answer : Answer: Option A

The Secretary of a Company should file copies of Special Resolution passed at Extraordinary General Meeting to the Registrar of Companies within– (A) 7 days (B) 14 days (C) 21 days (D) 30 days

Description : The Secretary of a Company should file copies of Special Resolution passed at Extraordinary General Meeting to the Registrar of Companies within– (A) 7 days (B) 14 days (C) 21 days (D) 30 days

Last Answer : Answer: 30 days

At least how many days of prior notice is required for the impeachment to the President of India? (1) 7 days (2) 14 days (3) 21 days (4) 30 days

Description : At least how many days of prior notice is required for the impeachment to the President of India? (1) 7 days (2) 14 days (3) 21 days (4) 30 days

Last Answer : (2) 14 days Explanation: For impeachment of President of India at least fourteen days notice in writing is required.

Specified compressive strength of concrete is obtained from cube tests at the end of (A) 3 days (B) 7 days (C) 21 days (D) 28 day

Description : Specified compressive strength of concrete is obtained from cube tests at the end of (A) 3 days (B) 7 days (C) 21 days (D) 28 day

Last Answer : Answer: Option D

According to IS specifications, the compressive strength of ordinary Portland cement after three days should not be less than (A) 7 MPa (B) 11.5 MPa (C) 16 MPa (D) 21 MPa

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Last Answer : Answer: Option C

Water required per bag of cement, is (A) 7 kg (B) 14 kg (C) 21 kg (D) 35 kg

Description : Water required per bag of cement, is (A) 7 kg (B) 14 kg (C) 21 kg (D) 35 kg

Last Answer : (D) 35 kg

How many natural numbers are factors of 26 including the number 1 and itself? a) 1 b) 7 c) 6 d) 21

Description : How many natural numbers are factors of 26 including the number 1 and itself? a) 1 b) 7 c) 6 d) 21

Last Answer : b) 7

An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encasted with the floor of a hall 12 metres by 7 metres, is spaced at 3 metres from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is (A) 300 cm (B) 233 cm (C) 176 cm (D) 236 cm

Description : An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encasted with the floor of a hall 12 metres by 7 metres, is spaced at 3 metres from adjoining beams and if the width of the beam is ... breadth of the flange is (A) 300 cm (B) 233 cm (C) 176 cm (D) 236 cm

Last Answer : Answer: Option C

For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is (A) 0.6 (B) 0.7 (C) 0.8 (D) 0.9

Description : For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is (A) 0.6 (B) 0.7 (C) 0.8 (D) 0.9

Last Answer : Answer: Option D

The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept (A) 0.7 (B) 0.8 (C) 0.9 (D) 0.6

Description : The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept (A) 0.7 (B) 0.8 (C) 0.9 (D) 0.6

Last Answer : Answer: Option C

The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate span is kept. (a) 0.7 (b) 0.8 (c) 0.9 (d) 0.6

Description : The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate span is kept. (a) 0.7 (b) 0.8 (c) 0.9 (d) 0.6

Last Answer : (c) 0.9

A and B working alone can finish a job in 5 days and 7 days respectively. They work at it alternately for a day. If A starts the work, find in how many days the job will be finished? a) 29/5 b) 11/5 c) 24/5 d) 21/5 e) None of these

Description : A and B working alone can finish a job in 5 days and 7 days respectively. They work at it alternately for a day. If A starts the work, find in how many days the job will be finished? a) 29/5 b) 11/5 c) 24/5 d) 21/5 e) None of these

Last Answer : Work done by A in one day = 1/5 and work done by B in one day = 1/7 They are working alternately. Therefore, Work done in first two day = (1/5 + 1/7) = 12/35 Work done in first four day = 24/35 Work done in ... = 4/35/1/7 = 4/5 of the day. Therefore Total days taken = 5 + 4/5 = 29/5 days Answer: b)

A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm2 , the area of steel required, is (A) 14 cm(B) 15 cm2(C) 16 cm2(D) 17 cm

Description : A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm2 ... area of steel required, is (A) 14 cm (B) 15 cm2 (C) 16 cm2 (D) 17 cm

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