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Recent questions tagged steel-structures
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GATE Civil 2013 | Question: 49
A propped cantilever made of a prismatic steel beam is subjected to a concentrated load P at mid span as shown.If the magnitude of load $P$ is increased till collapse and...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Steel Structures
gate2013-ce
numerical-answers
steel-structures
structural-engineering
steel-beam
plastic-analysis
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–
0
0 votes
0
0 answers
GATE Civil 2013 | Question: 33
A uniform beam weighing $1800 \: N$ is supported at E and F by cable ABCD. Determine the tension (in $N$) in segment AB of this cable (correct to $1$- decimal place). Ass...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Steel Structures
gate2013-ce
numerical-answers
steel-structures
structural-engineering
design-of-tension
cables
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0
0 votes
0
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GATE Civil 2013 | Question: 11
A symmetric I-section (with width of each flange $=50$ mm, thickness of each flange $=10$ mm, depth of web $=100$ mm, and thickness of web $=10$ mm) of steel is subjected...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Steel Structures
gate2013-ce
numerical-answers
steel-structures
structural-engineering
shear-stress
i-section
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0
0 votes
0
0 answers
GATE Civil 2013 | Question: 7
As per $IS \: 456:2000$ for $M20$ grade concrete and plain barsin tension the design bond stress $\tau_{bd}=1.2$ MPa. Further, $IS \: 456:2000$ permits this design bond s...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Steel Structures
gate2013-ce
numerical-answers
steel-structures
structural-engineering
bond-stress
barsin-tension
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0
0 votes
0
0 answers
GATE Civil 2012 | Question: 35
Two plates are connected by filler welds of size $10$ mm and subjected to tension, as shown in the sketch. The thickness of each plate is $12$ mm. The yield stress and th...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Steel Structures
gate2012-ce
steel-structures
structural-engineering
plates
welding
design-of-tension
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–
0
0 votes
0
0 answers
GATE Civil 2012 | Question: 7
As per $IS \: 456:2000$, in the Limit State Design of a flexural member, the strain in reinforcing bars under tension at ultimate state should not be less than$\dfrac{f_y...
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Steel Structures
gate2012-ce
steel-structures
structural-engineering
limit-state-design
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–
0
0 votes
0
0 answers
GATE Civil 2012 | Question: 9
In a steel plate with bolted connections, the rupture of the net section is a mode of failure undertensioncompressionflexureshear
Milicevic3306
1.1k
points
asked
Mar 25, 2018
Steel Structures
gate2012-ce
steel-structures
structural-engineering
steel-plates
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–
0
0 votes
0
0 answers
GATE2018 CE-2: 30
Four bolts P, Q, R and S of equal diameter are used for a bracket subjected to a load of $130$ kN as shown in the figure.The force in bolt P is$32.50$ kN$69.32$ kN$82.50$...
gatecse
615
points
asked
Feb 17, 2018
Steel Structures
gate2018-ce-2
structural-engineering
force-in-bolt
steel-structures
bracket-connection
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–
0
0 votes
1
1 answer
GATE2018 CE-2: 21
As per $\text{IS }456:2000$, the minimum percentage of tension reinforcement (up to two decimal places) required in reinforced-concrete beams of rectangular cross-section...
gatecse
615
points
asked
Feb 17, 2018
Steel Structures
gate2018-ce-2
numerical-answers
steel-structures
structural-engineering
reinforced-concrete-beam
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–
0
0 votes
0
0 answers
GATE2018 CE-2: 6
A structural member subjected to compression, has both translation and rotation restrained at one end, while only translation is restrained at the other end. As per $\tex...
gatecse
615
points
asked
Feb 17, 2018
Structural Engineering
gate2018-ce-2
structural-engineering
steel-structures
design-of-compression-members
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–
0
0 votes
2
2 answers
GATE2018 CE-1: 42
The dimensions of a symmetrical welded I-section are shown in the figure.The plastic section modulus about the weaker axis (in $cm^3$, up to decimal place) is _____
gatecse
615
points
asked
Feb 17, 2018
Steel Structures
gate2018-ce-1
numerical-answers
steel-structures
structural-engineering
concept-of-plastic-analysis
welded-i-section
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–
0
0 votes
0
0 answers
GATE2018 CE-1: 27
A cantilever beam of length $2$ m with a square section of side length $0.1$ m is loaded vertically at the free end. The vertical displacement at the free end is $5$ mm. ...
gatecse
615
points
asked
Feb 17, 2018
Steel Structures
gate2018-ce-1
steel-structures
structural-engineering
bending-stress
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–
0
0 votes
0
0 answers
GATE2018 CE-1: 5
A steel column of ISHB $350$ @$72.4$ kg/m is subjected to a factored axial compressive load of $2000$ kN. The load is transferred to a concrete pedestal of grade $M20$ th...
gatecse
615
points
asked
Feb 17, 2018
Steel Structures
gate2018-ce-1
steel-structures
structural-engineering
plate-load-test
base-column-connections
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