GATE CE 2005 | GATE CE Year Wise Previous Years Questions

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GATE CE 2005

MCQ (Single Correct Answer)

-0.3

The flexural strength of M30 concrete as per IS: 456-2000 is

3.83 MPa

5.47 MPa

21.23 MPa

30.0 MPa

GATE CE 2005

MCQ (Single Correct Answer)

-0.3

The partial factor of safety for concrete as per IS: 456-2000 is

1.50

1.15

0.87

0.446

GATE CE 2005

MCQ (Single Correct Answer)

-0.3

Which of the following is NOT correct for steel sections as per $$IS:$$ $$800-1984$$?

The maximum bending stress in tension or in compression in extreme fibre calculated on the effective section of a beam shall not exceed $$0.66\,\,{f_y}.$$

The bearing stress in any part of a beam when calculated on the net area shall not exceed $$0.75\,\,{f_y}.$$

The direct stress in compression on the gross sectional area of axial loaded compression member shall not exceed $$0.6\,\,{f_y}.$$

None of these

GATE CE 2005

MCQ (Single Correct Answer)

-0.3

An unstiffened web $${\rm I}$$ section is fabricated from a $$10$$ $$mm$$ thick plate by fillet welding as shown in the figure. If yield stress of steel is $$250$$ $$MPa,$$ the maximum shear load that section can take is GATE CE 2005 Steel Structures - Beams Question 6 English

GATE CE 2005 Steel Structures - Beams Question 6 English

$$750$$ $$kN$$

$$350$$ $$kN$$

$$337.5$$ $$kN$$

$$300$$ $$kN$$

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