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Recent questions tagged steelstructures
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GATE2020CE16
A reinforcing steel bar, partially embedded in concrete, is subjected to a tensile force $P$. The figure that appropriately represents the distribution of the magnitude of bond stress (represented as hatched region), along the embedded length of the bar, is
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Feb 28
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gate2020ce1
steelstructures
structuralengineering
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0
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2
GATE2020CE143
The singly reinforced concrete beam section shown in the figure (not drawn to the scale) is made of $M25$ grade concrete and $Fe500$ grade reinforcing steel. The total crosssectional area of the tension steel is $942\:mm^2$. As per Limit State Design IS $456:2000$, the design moment capacity (in $kN.m$, round off to two decimal places) of the beam section, is __________
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Feb 28
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jothee
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2.7k
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gate2020ce1
concretestructures
structuralengineering
concretebeams
steelstructures
designoftension
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0
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3
GATE2020 CE25
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
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Feb 13
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jothee
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2.7k
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gate2020ce2
steelstructures
structuralengineering
plasticanalysisofbeams
0
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0
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4
GATE2020 CE244
Two steel plates are lap jointed in a workshop using $6\ mm$ thick fillet weld as shown in the figure (not drawn to the scale). The ultimate strength of the weld is $410\: MPa.$ As per Limit State Design of $IS\: 800:2007$, the design capacity (in $kN$, round off to three decimal places) of the welded connection, is ________.
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Feb 13
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jothee
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2.7k
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gate2020ce2
numericalanswers
steelstructures
structuralengineering
0
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0
answers
5
GATE2017 CE243
A $2$ m long, axially loaded mild steel rod of $8$ mm diameter exhibits the loaddisplacement $(P\delta)$ behavior as shown in the figure. Assume the yield stress of steel as $250$ MPa. The complementary strain energy (in Nmmm) stored in the bar up to its linear elastic behavior will be _____
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Aug 7, 2019
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gatecse
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3.9k
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gate2017ce2
numericalanswers
steelstructures
structuralengineering
0
votes
0
answers
6
GATE2019 CE1: 33
If the section shown in the figure turns from fullyelastic to fullyplastic, the depth of neural axis (N.A), $\overline{y}$, decreases by $10.75 \: mm$ $12.25 \: mm$ $13.75 \: mm$ $15.25 \: mm$
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Feb 14, 2019
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by
Arjun
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2.8k
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gate2019ce1
steelstructures
structuralengineering
depthofneuralaxis
0
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0
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7
GATE2019 CE2: 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 $(\text{IS}:8002007)$ 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 $1.2$
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Feb 12, 2019
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Arjun
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2.8k
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gate2019ce2
steelstructures
structuralengineering
0
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0
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8
GATE2019 CE2: 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 $IS:8002007$, the nondimensional slenderness ratio of the steel crosssection is $0.25$ $0.50$ $0.75$ $2.00$
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Feb 12, 2019
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Arjun
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2.8k
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gate2019ce2
steelstructures
structuralengineering
structuralsteelcomposition
0
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0
answers
9
GATE2016237
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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Mar 28, 2018
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by
Milicevic3306
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11.9k
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gate2016ce2
steelstructures
structuralengineering
designoftension
0
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0
answers
10
GATE2016238
A fixedend 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 $7.5 \: M_P/L$ $5.0 \: M_P/L$ $4.5 \: M_P/L$ $2.5 \: M_P/L$
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Mar 28, 2018
in
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by
Milicevic3306
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11.9k
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gate2016ce2
steelstructures
structuralengineering
plasticanalysisofbeams
0
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0
answers
11
GATE201618
The semicompact 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 ________
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Mar 28, 2018
in
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by
Milicevic3306
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11.9k
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gate2016ce1
numericalanswers
steelstructures
structuralengineering
steelbeam
0
votes
0
answers
12
GATE2016138
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
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Mar 28, 2018
in
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Milicevic3306
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11.9k
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gate2016ce1
steelstructures
structuralengineering
yieldandtensilestress
0
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0
answers
13
GATE201529
A column of size $450 \: mm \times 600\: mm $ has unsupported length of $3.0$ m and is braced against side sway in both directions. According to $IS \: 456:2000$, the minimum eccentricities (in mm) with respect to major and minor principal axes are: $20.0$ and $20.0$ $26.0$ and $21.0$ $26.0$ and $20.0$ $21.0$ and $15.0$
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Mar 26, 2018
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by
Milicevic3306
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11.9k
points)
gate2015ce2
steelstructures
structuralengineering
simpleandeccentric
0
votes
0
answers
14
GATE2015211
A steel member $’ M’$ has reversal of stress due to live loads, whereas another member $’N’$ has reversal of stress due to wind load. As per $IS \: 800: 2007$, the maximum slenderness ratio permitted is: less for member $’ M’$ than that of member $’ N’$ more for member $’ M’$ than that of member $’N’$ same for both members not specified in the Code
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Mar 26, 2018
in
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by
Milicevic3306
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11.9k
points)
gate2015ce2
steelstructures
structuralengineering
slendemessratio
0
votes
0
answers
15
GATE2015232
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 ________.
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Mar 26, 2018
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Milicevic3306
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11.9k
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gate2015ce2
numericalanswers
steelstructures
structuralengineering
steelstrip
0
votes
0
answers
16
GATE2015233
A simply supported beam AB of span, $L=24$ m is subjected to two wheel loads acting at a distance, $d=5$ m apart as shown in the figure below. Each wheel transmits a load, $P=3$ kN and may occupy any position along the beam. If the beam is an $I$section having section modulus, $S=16.2 \:cm^3$, the maximum bending stress (in GPa) due to the wheel loads is _______.
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Mar 26, 2018
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Milicevic3306
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11.9k
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gate2015ce2
numericalanswers
structuralengineering
beam
steelstructures
0
votes
0
answers
17
GATE2015234
According to the concept of Limit State Design as per $IS \: 456:2000$, the probability of failure of a structure is ______.
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Mar 26, 2018
in
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Milicevic3306
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11.9k
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gate2015ce2
numericalanswers
steelstructures
structuralengineering
limitstatedesign
0
votes
0
answers
18
GATE2015236
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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Mar 26, 2018
in
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Milicevic3306
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11.9k
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gate2015ce2
steelstructures
structuralengineering
beam
0
votes
0
answers
19
GATE2015142
A square footing $(2\:m \times 2\:m)$ is subjected to an inclined point load, $P$ as shown in the figure below. The water table is located well below the base of the footing. Considering oneway eccentricity, the $\textit{net safe}$ load carrying capacity of the footing for a factor ... : $F_{qd} = F_{\gamma d} = 1.113$; Inclination factors: $F_{qi} = 0.444, \: F_{\gamma i}=0.02$
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Mar 26, 2018
in
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by
Milicevic3306
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11.9k
points)
gate2015ce1
numericalanswers
steelstructures
structuralengineering
eccentricconnections
0
votes
0
answers
20
GATE2014234
A prismatic beam (as shown below) has plastic moment capacity of $M_p$, then the collapse load $P$ of the beam is $\dfrac{2M_p}{L} \\$ $\dfrac{4M_p}{L} \\$ $\dfrac{6M_p}{L} \\$ $\dfrac{8M_p}{L}$
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Mar 26, 2018
in
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by
Milicevic3306
(
11.9k
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gate2014ce2
steelstructures
structuralengineering
plasticanalysisofbeams
0
votes
0
answers
21
GATE2014135
For a beam of crosssection, 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 $IS: 4562000$ (assuming grade of steel reinforcement as $Fe500$ is ________
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Mar 26, 2018
in
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Milicevic3306
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11.9k
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gate2014ce1
numericalanswers
steelstructures
structuralengineering
tensionreinforcement
beams
0
votes
0
answers
22
GATE201348
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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Mar 26, 2018
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Milicevic3306
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11.9k
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gate2013ce
numericalanswers
steelstructures
structuralengineering
steelbeam
elasticanalysis
0
votes
0
answers
23
GATE201349
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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Mar 26, 2018
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Milicevic3306
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11.9k
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gate2013ce
numericalanswers
steelstructures
structuralengineering
steelbeam
plasticanalysis
0
votes
0
answers
24
GATE201333
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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Mar 26, 2018
in
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Milicevic3306
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11.9k
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gate2013ce
numericalanswers
steelstructures
structuralengineering
designoftension
cables
0
votes
0
answers
25
GATE20137
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 in the ... steel barsin 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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Mar 26, 2018
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Milicevic3306
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11.9k
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gate2013ce
numericalanswers
steelstructures
structuralengineering
bondstress
barsintension
0
votes
0
answers
26
GATE201252
The crosssection at midspan of a beam at the edge of a slab is shown in the sketch. A portion of the slab is considered as the effective flange width for the beam. The grades of concrete and reinforcing steel are $M25$ and $Fe415$ ... in mm) computed as per the Limit State Method of $IS \: 456:2000$ is $200.0$ $223.3$ $236.3$ $273.6$
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Mar 25, 2018
in
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Milicevic3306
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11.9k
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gate2012ce
steelstructures
concretestructures
structuralengineering
limitstatemethod
0
votes
0
answers
27
GATE201253
The crosssection at midspan of a beam at the edge of a slab is shown in the sketch. A portion of the slab is considered as the effective flange width for the beam. The grades of concrete and reinforcing steel are M25 and Fe415, respectively. The total area of reinforcing bars ( ... section, as per the Limit State Method of $\text{IS } 456:2000$ is $475.2$ $717.0$ $756.4$ $762.5$
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Mar 25, 2018
in
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Milicevic3306
(
11.9k
points)
gate2012ce
steelstructures
concretestructures
structuralengineering
limitstatemethod
0
votes
0
answers
28
GATE201235
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 in the workshop ... $P$ equal to $270$ kN is $100$ mm $105$ mm $110$ mm $115$ mm
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Mar 25, 2018
in
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Milicevic3306
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11.9k
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gate2012ce
steelstructures
structuralengineering
plates
welding
designoftension
0
votes
0
answers
29
GATE20127
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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Mar 25, 2018
in
Others
by
Milicevic3306
(
11.9k
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gate2012ce
steelstructures
structuralengineering
limitstatedesign
0
votes
0
answers
30
GATE20129
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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Mar 25, 2018
in
Others
by
Milicevic3306
(
11.9k
points)
gate2012ce
steelstructures
structuralengineering
steelplates
0
votes
1
answer
31
GATE2018 CE2: 21
As per $\text{IS }456:2000$, the minimum percentage of tension reinforcement (up to two decimal places) required in reinforcedconcrete beams of rectangular crosssection (considering effective depth in the calculation of area) using $Fe500$ grade steel is _____
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Feb 17, 2018
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gatecse
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3.9k
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gate2018ce2
numericalanswers
steelstructures
structuralengineering
reinforcedconcretebeam
0
votes
0
answers
32
GATE2018 CE2: 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 $0.50$ $0.65$ $0.70$ $0.80$
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Feb 17, 2018
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gatecse
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3.9k
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gate2018ce2
structuralengineering
steelstructures
designofcompressionmembers
0
votes
2
answers
33
GATE2018 CE1: 42
The dimensions of a symmetrical welded Isection are shown in the figure. The plastic section modulus about the weaker axis (in $cm^3$, up to decimal place) is _____
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Feb 17, 2018
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gatecse
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3.9k
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gate2018ce1
numericalanswers
steelstructures
structuralengineering
plasticanalysis
0
votes
0
answers
34
GATE2018 CE1: 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
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Feb 17, 2018
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gatecse
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3.9k
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gate2018ce1
steelstructures
structuralengineering
bendingstress
0
votes
0
answers
35
GATE2018 CE1: 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
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Feb 17, 2018
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gatecse
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3.9k
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gate2018ce1
steelstructures
structuralengineering
plateloadtest
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