GATE CE 2005 | GATE CE Year Wise Previous Years Questions

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

$$750$$ $$kN$$

$$350$$ $$kN$$

$$337.5$$ $$kN$$

$$300$$ $$kN$$

GATE CE 2005

MCQ (Single Correct Answer)

-0.3

The components of strain tensor at a point in the plane strain case can be obtained by measuring longitudinal strain in following directions.

Along any two arbitrary directions

Along any three arbitrary directions

Along two mutually orthogonal directions

Along any arbitrary direction

GATE CE 2005

MCQ (Single Correct Answer)

-0.6

The bending Moment diagram for a beam is given below: GATE CE 2005 Strength of Materials Or Solid Mechanics - Shear Force and Bending Moment Question 19 English

GATE CE 2005 Strength of Materials Or Solid Mechanics - Shear Force and Bending Moment Question 19 English

The shear force at sections $$aa'$$ and $$bb'$$ respectively are of the magnitude

$$100$$ $$kN$$, $$150$$ $$kN$$

zero $$10$$ $$kN$$

zero, $$50$$ $$kN$$

$$100$$ $$kN$$, $$100$$ $$kN$$

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