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Recent questions tagged steel-structures
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1
GATE2020 CE-2-5
The ratio of the plastic moment capacity of a beam section to its yield moment capacity is termed as aspect ratio load factor shape factor slenderness ratio
go_editor
asked
in
Steel Structures
Feb 13, 2020
by
go_editor
5.3k
points
gate2020-ce-2
steel-structures
structural-engineering
plastic-analysis-of-beams
0
votes
0
answers
2
GATE2017 CE-2-41
Two plates od $8$ mm thickness each are connected by a fillet weld of $6$ mm thickness as shown in the figure. The permissible stresses in the plate and the weld are $150$ MPa and $110$ MPa, respectively. Assuming the length of the weld shown in the figure to be the effective length, the permissible load $P$ (in kN) is ______
gatecse
asked
in
Steel Structures
Aug 7, 2019
by
gatecse
4.0k
points
gate2017-ce-2
numerical-answers
structural-engineering
steel-structures
plate-girders
0
votes
0
answers
3
GATE2017 CE-2-43
A $2$ m long, axially loaded mild steel rod of $8$ mm diameter exhibits the load-displacement $(P-\delta)$ behavior as shown in the figure. Assume the yield stress of steel as $250$ MPa. The complementary strain energy (in N-mmm) stored in the bar up to its linear elastic behavior will be _____
gatecse
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in
Steel Structures
Aug 7, 2019
by
gatecse
4.0k
points
gate2017-ce-2
numerical-answers
steel-structures
structural-engineering
0
votes
0
answers
4
GATE2019 CE-1: 33
If the section shown in the figure turns from fully-elastic to fully-plastic, the depth of neural axis (N.A), $\overline{y}$, decreases by $10.75 \: mm$ $12.25 \: mm$ $13.75 \: mm$ $15.25 \: mm$
Arjun
asked
in
Steel Structures
Feb 14, 2019
by
Arjun
11.6k
points
gate2019-ce-1
steel-structures
structural-engineering
depth-of-neural-axis
plastic-analysis
0
votes
0
answers
5
GATE2019 CE-1: 36
A $16 \: mm$ thick gusset plate is connected to the $12 \: mm$ thick flange plate of an I-section using fillet welds on both sides as shown in the figure (not drawn to scale). The gusset plate is subjected to a point load of $350 \: kN$ ... $1$ decimal place) on the fillet weld along the vertical plane would be _______
Arjun
asked
in
Steel Structures
Feb 14, 2019
by
Arjun
11.6k
points
gate2019-ce-1
numerical-answers
steel-structures
connections-plate-girders
0
votes
0
answers
6
GATE2019 CE-2: 6
A steel column is restrained against both translation and rotation at one end and is restrained only against rotation but free to translate at the other end. Theoretical and design $(\text{IS}:800-2007)$ values, respectively, of effective length factor of the column are $1.0$ and $1.0$ $1.2$ and $1.0$ $1.2$ and $1.2$ $1.0$ and $1.2$
Arjun
asked
in
Steel Structures
Feb 12, 2019
by
Arjun
11.6k
points
gate2019-ce-2
steel-structures
structural-engineering
column-base
0
votes
0
answers
7
GATE2019 CE-2: 30
The critical bending compressive stress in the extreme fibre of a structural steel section is $1000 \: MPa$. It is given that the yield strength of the steel is $250 \: MPa$, width of flange is $250 \: mm$ and thickness of flange is $15 \: mm$. As per the provisions of $IS:800-2007$, the non-dimensional slenderness ratio of the steel cross-section is $0.25$ $0.50$ $0.75$ $2.00$
Arjun
asked
in
Steel Structures
Feb 12, 2019
by
Arjun
11.6k
points
gate2019-ce-2
steel-structures
structural-engineering
structural-steel-composition
0
votes
0
answers
8
GATE2016-2-37
Two bolted plates under tension with alternative arrangement of bolt holes are shown in figure $1$ and $2$. The hole diameter, pitch, and gauge length are $d$, $p$ and $g$, respectively. Which one of the following conditions must be ensured to have higher net tensile capacity of configuration ... shown in Figure $1$? $p^2 > 2gd$ $p^2 < \sqrt{4gd}$ $p^2 > 4gd$ $p > 4gd$
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Steel Structures
Mar 28, 2018
by
Milicevic3306
11.9k
points
gate2016-ce-2
steel-structures
structural-engineering
design-of-tension
0
votes
0
answers
9
GATE2016-2-38
A fixed-end beam is subjected to a concentrated load ($P$) as shown in the figure. The beam has two different segments having different plastic moment capacities ($M_P, 2M_P$) as shown. The minimum value of load ($P$) at which the beam would collapse (ultimate load) is $7.5 \: M_P/L$ $5.0 \: M_P/L$ $4.5 \: M_P/L$ $2.5 \: M_P/L$
Milicevic3306
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in
Steel Structures
Mar 28, 2018
by
Milicevic3306
11.9k
points
gate2016-ce-2
steel-structures
structural-engineering
plastic-analysis-of-beams
0
votes
0
answers
10
GATE2016-1-8
The semi-compact section of a laterally unsupported steel beam has an elastic section modulus, plastic section modulus and design bending compressive stress of $500 \: cm^3$, $650 \: cm^3$ and $200 \: MPa$, respectively. The design flexural capacity (expressed in kNm) of the section is ________
Milicevic3306
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in
Steel Structures
Mar 28, 2018
by
Milicevic3306
11.9k
points
gate2016-ce-1
numerical-answers
steel-structures
structural-engineering
steel-beam
0
votes
0
answers
11
GATE2016-1-38
Two plates are connected by fillet welds of size $10$ mm and subjected to tension, as shown in the figure. The thickness of each plate is $12$ mm. The yield stress and the ultimate tensile stress of steel are $250$ MPa and $410$ MPa, respectively. The welding is done in the ... of each weld to transmit a force $P$ equal to $270$ kN (factored) is $90$ mm $105$ mm $100$ mm $115$ mm
Milicevic3306
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in
Steel Structures
Mar 28, 2018
by
Milicevic3306
11.9k
points
gate2016-ce-1
steel-structures
structural-engineering
yield-and-tensile-stress
plate-girders
0
votes
0
answers
12
GATE2017 CE-1: 43
A column is subjected to a load through a bracket as shown in the figure. The resultant force (in kN, up to one decimal place) in the bolt $1$ is _______
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in
Steel Structures
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2017-ce-1
numerical-answers
structural-engineering
resultant-force
steel-structures
bracket-connection
0
votes
0
answers
13
GATE2015-2-10
Prying forces are shearing forces on the bolts because of the joints tensile forces due to the flexibility of connected parts bending forces on the bolts because of the joints forces due the friction between connected parts
Milicevic3306
asked
in
Steel Structures
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
structural-engineering
steel-structures
bolts
0
votes
0
answers
14
GATE2015-2-11
A steel member $â€™ Mâ€™$ has reversal of stress due to live loads, whereas another member $â€™Nâ€™$ has reversal of stress due to wind load. As per $IS \: 800: 2007$, the maximum slenderness ratio permitted is: less for member $â€™ Mâ€™$ than that of member $â€™ Nâ€™$ more for member $â€™ Mâ€™$ than that of member $â€™Nâ€™$ same for both members not specified in the Code
Milicevic3306
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in
Steel Structures
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
steel-structures
structural-engineering
slendemess-ratio
0
votes
0
answers
15
GATE2015-2-32
A steel strip of length $L=200$ mm is fixed at end $A$ and rests at $B$ on a vertical spring of stiffness, $k=2 \: N/mm$. The steel strip is $5$ mm wide and $10$ mm thick. A vertical load, $P=50$ N is applied at $B$, as shown in the figure. Considering $E=200$ GPa, the force (in N) developed in the spring is ________.
Milicevic3306
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in
Steel Structures
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
numerical-answers
steel-structures
structural-engineering
steel-strip
0
votes
0
answers
16
GATE2015-2-34
According to the concept of Limit State Design as per $IS \: 456:2000$, the probability of failure of a structure is ______.
Milicevic3306
asked
in
Steel Structures
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
numerical-answers
steel-structures
structural-engineering
limit-state-design
0
votes
0
answers
17
GATE2015-2-36
A fixed end beam is subjected to a load, W at $1/3$ rd span from the left support as shown in the figure. The collapse load of the beam is: $16.5 M_p/L$ $15.5 M_p/L$ $15.0 M_p/L$ $16.0 M_p/L$
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in
Steel Structures
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-2
steel-structures
structural-engineering
beam
0
votes
0
answers
18
GATE2015-1-32
The bracket plate connected to a column flange transmits a load of $100$ kN as shown in the following figure. The maximum force for which the bolts should be designed is ______ kN.
Milicevic3306
asked
in
Steel Structures
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-1
numerical-answers
structural-engineering
steel-structures
bracket-connection
plates
0
votes
0
answers
19
GATE2015-1-34
For formation of $\textit{collapse mechanism}$ in the following figure, the minimum value of $P_u$ is $cM_p/L$. $M_p$ and $3M_p$ denote the plastic moment capacities of beam sections as shown in this figure. The value of $c$ is ________.
Milicevic3306
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in
Steel Structures
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2015-ce-1
numerical-answers
structural-engineering
steel-structures
concept-of-plastic-analysis-in-beams
0
votes
0
answers
20
GATE2014-2-34
A prismatic beam (as shown below) has plastic moment capacity of $M_p$, then the collapse load $P$ of the beam is $\dfrac{2M_p}{L} \\$ $\dfrac{4M_p}{L} \\$ $\dfrac{6M_p}{L} \\$ $\dfrac{8M_p}{L}$
Milicevic3306
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in
Steel Structures
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-2
steel-structures
structural-engineering
plastic-analysis-of-beams
0
votes
0
answers
21
GATE2014-1-35
For a beam of cross-section, width $=230$ mm and effective depth $=500$ mm, the number of rebars of $12$ mm diameter required to satisfy minimum tension reinforcement requirement specified by $IS: 456-2000$ (assuming grade of steel reinforcement as $Fe500$ is ________
Milicevic3306
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Steel Structures
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-1
numerical-answers
steel-structures
structural-engineering
tension-reinforcement
beams
0
votes
0
answers
22
GATE2014-1-33
A rectangular beam of width $(b)$ $230$ mm and effective depth $(d)$ $450$ mm is reinforced with four bars of $12$ mm diameter. The grade of concrete is $M20$ and grade of steel is $Fe500$. Given that for $M20$ ... diameter (in mm) of $Fe500$ steel two legged stirrups to be used at spacing of $375$ mm, should be $8$ $10$ $12$ $16$
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in
Steel Structures
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-1
structural-engineering
steel-structures
two-legged-stirrups
0
votes
0
answers
23
GATE2014-1-9
While designing, for a steel column of $Fe250$ grade, a base plate resting on a concrete pedestal of $M20$ grade, the bearing strength of concrete (in $N/mm^2$) in limit state method of design as per $IS:456-2000$ is ________
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Steel Structures
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2014-ce-1
numerical-answers
steel-structures
structural-engineering
limit-state-design-concepts
0
votes
0
answers
24
GATE Civil 2013 | Question: 48
A propped cantilever made of a prismatic steel beam is subjected to a concentrated load P at mid span as shown. If load $P=80$ kN, find the reaction $R$ (in kN) correct to $1$-decimal place) using elastic analysis ________
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Steel Structures
Mar 26, 2018
by
Milicevic3306
11.9k
points
gate2013-ce
numerical-answers
steel-structures
structural-engineering
steel-beam
elastic-analysis
0
votes
0
answers
25
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 the plastic moment carrying capacity of steel beam section is $90$ kNm, determine reaction $R$ (in kN) (correct to $1$-decimal place) using plastic analysis _______
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Steel Structures
Mar 26, 2018
by
Milicevic3306
11.9k
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gate2013-ce
numerical-answers
steel-structures
structural-engineering
steel-beam
plastic-analysis
0
votes
0
answers
26
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). Assume the cables ABCD, BE and CF to be weightless. _______
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Steel Structures
Mar 26, 2018
by
Milicevic3306
11.9k
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gate2013-ce
numerical-answers
steel-structures
structural-engineering
design-of-tension
cables
0
votes
0
answers
27
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 to a shear force of $100$ kN. Find the magnitude of the shear stress (in $N/mm^2$) in the web at its junction with the top flange _______
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Steel Structures
Mar 26, 2018
by
Milicevic3306
11.9k
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gate2013-ce
numerical-answers
steel-structures
structural-engineering
shear-stress
i-section
0
votes
0
answers
28
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 stress value to be increased by $60 \%$ for HSD bars. The stress ... tension, $\sigma_s=360$ MPa. Find the required development length, $L_d$, for HSD barsin terms of the bar diameter, $\phi$ ________
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Steel Structures
Mar 26, 2018
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Milicevic3306
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gate2013-ce
numerical-answers
steel-structures
structural-engineering
bond-stress
barsin-tension
0
votes
0
answers
29
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 the ultimate tensile stress of steel are $250$ MPa and $410$ MPa, respectively. The welding is done ... mm) of each weld to transmit a force $P$ equal to $270$ kN is $100$ mm $105$ mm $110$ mm $115$ mm
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Steel Structures
Mar 25, 2018
by
Milicevic3306
11.9k
points
gate2012-ce
steel-structures
structural-engineering
plates
welding
design-of-tension
0
votes
0
answers
30
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 $\dfrac{f_y}{E_s} \\$ $\dfrac{f_y}{E_s}+0.002 \\$ $\dfrac{f_y}{1.15E_s} \\$ $\dfrac{f_y}{1.15E_s}+0.002$
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Steel Structures
Mar 25, 2018
by
Milicevic3306
11.9k
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gate2012-ce
steel-structures
structural-engineering
limit-state-design
0
votes
0
answers
31
GATE Civil 2012 | Question: 9
In a steel plate with bolted connections, the rupture of the net section is a mode of failure under tension compression flexure shear
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Steel Structures
Mar 25, 2018
by
Milicevic3306
11.9k
points
gate2012-ce
steel-structures
structural-engineering
steel-plates
0
votes
0
answers
32
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 $82.50$ kN $119.32$ kN
gatecse
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in
Steel Structures
Feb 17, 2018
by
gatecse
4.0k
points
gate2018-ce-2
structural-engineering
force-in-bolt
steel-structures
bracket-connection
0
votes
1
answer
33
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 (considering effective depth in the calculation of area) using $Fe500$ grade steel is _____
gatecse
asked
in
Steel Structures
Feb 17, 2018
by
gatecse
4.0k
points
gate2018-ce-2
numerical-answers
steel-structures
structural-engineering
reinforced-concrete-beam
0
votes
0
answers
34
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 $\text{IS }456:2000$, the effective length factor recommended for design is $0.50$ $0.65$ $0.70$ $0.80$
gatecse
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in
Structural Engineering
Feb 17, 2018
by
gatecse
4.0k
points
gate2018-ce-2
structural-engineering
steel-structures
design-of-compression-members
0
votes
2
answers
35
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
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in
Steel Structures
Feb 17, 2018
by
gatecse
4.0k
points
gate2018-ce-1
numerical-answers
steel-structures
structural-engineering
concept-of-plastic-analysis
welded-i-section
0
votes
0
answers
36
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. The beam is made of steel with young's modulus of $2.0 \times 10^{11} N/m^2$. The maximum bending stress at the fixed end of the cantilever is $20.0$ MPa $37.5$ MPa $60.0$ MPa $75.0$ MPa
gatecse
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in
Steel Structures
Feb 17, 2018
by
gatecse
4.0k
points
gate2018-ce-1
steel-structures
structural-engineering
bending-stress
0
votes
0
answers
37
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 $M20$ through a square base plate. Consider bearing strength of concrete as $0.45f_{ck}$, where $f_{ck}$ ... plate and steel column, the length of a side of the base plate to be provided is $39$ cm $42$ cm $45$ cm $48$ cm
gatecse
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Steel Structures
Feb 17, 2018
by
gatecse
4.0k
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gate2018-ce-1
steel-structures
structural-engineering
plate-load-test
base-column-connections
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