1
GATE CE 2005
MCQ (Single Correct Answer)
+2
-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 9 English
A
$$162.7$$ $$kN$$
B
$$151.6$$ $$kN$$
C
$$113.4$$ $$kN$$
D
$$109.5$$ $$kN$$
2
GATE CE 2005
MCQ (Single Correct Answer)
+1
-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)
A
$$0.80$$ $${{f_y}}$$
B
$$0.75$$ $${{f_y}}$$
C
$$0.60$$ $${{f_y}}$$
D
$$0.50$$ $${{f_y}}$$
3
GATE CE 2005
MCQ (Single Correct Answer)
+1
-0.3
Which of the following is NOT correct for steel sections as per $$IS:$$ $$800-1984$$?
A
The maximum bending stress in tension or in compression in extreme fibre calculated on the effective section of a beam shall not exceed $$0.66\,\,{f_y}.$$
B
The bearing stress in any part of a beam when calculated on the net area shall not exceed $$0.75\,\,{f_y}.$$
C
The direct stress in compression on the gross sectional area of axial loaded compression member shall not exceed $$0.6\,\,{f_y}.$$
D
None of these
4
GATE CE 2005
MCQ (Single Correct Answer)
+1
-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
A
$$750$$ $$kN$$
B
$$350$$ $$kN$$
C
$$337.5$$ $$kN$$
D
$$300$$ $$kN$$
EXAM MAP
Medical
NEETAIIMS
Graduate Aptitude Test in Engineering
GATE CSEGATE ECEGATE EEGATE MEGATE CEGATE PIGATE IN
Civil Services
UPSC Civil Service
Defence
NDA
Staff Selection Commission
SSC CGL Tier I
CBSE
Class 12