GATE CE 2005 | GATE CE Year Wise Previous Years Questions

GATE CE 2005

MCQ (Single Correct Answer)

-0.6

A fillet-welded joint of $$6$$ $$mm$$ size is shown in the figure. The welded surfaces meet at $$60$$ - $$90$$ degree and permissible stress in the fillet weld is $$108$$ $$MPa.$$ The safe load that can be transmitted by the joint is GATE CE 2005 Steel Structures - Welded Connections Question 7 English

GATE CE 2005 Steel Structures - Welded Connections Question 7 English

$$162.7$$ $$kN$$

$$151.6$$ $$kN$$

$$113.4$$ $$kN$$

$$109.5$$ $$kN$$

GATE CE 2005

MCQ (Single Correct Answer)

-0.3

The permissible stress in axial tension in steel member on the net effective area of the section shall not exceed the following value ($${{f_y}}$$ is the yield stress)

$$0.80$$ $${{f_y}}$$

$$0.75$$ $${{f_y}}$$

$$0.60$$ $${{f_y}}$$

$$0.50$$ $${{f_y}}$$

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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2018