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Most viewed questions in Structural Engineering
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241
GATE2020-CE-1-44
A simply supported prismatic concrete beam of rectangular cross-section, having a span of $8\:m$, is prestressed with an effective prestressing force of $600\:kN$. The eccentricity of the prestressing tendon is zero at supports and varies linearly to a value of $e$ at ... at the mid-span, the required value of e (in $mm$, round off to the nearest integer) of the tendon, is ______.
A simply supported prismatic concrete beam of rectangular cross-section, having a span of $8\:m$, is prestressed with an effective prestressing force of $600\:kN$. The ec...
go_editor
5.3k
points
go_editor
asked
Feb 27, 2020
Concrete Structures
gate2020-ce-1
numerical-answers
design-of-beams
simply-supported-prismatic-concrete-beam
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–
0
votes
0
answers
242
GATE2020-CE-1-41
A rigid, uniform, weightless, horizontal bar is connected to three vertical members P , Q and R as shown in the figure (not drawn to the scale). All three members have identical axial stiffness of $10\:kN/mm$ . The lower ends of bars $P$ and $R$ rest ... $W$ (in $kN$, round off to the nearest integer), is ______.
A rigid, uniform, weightless, horizontal bar is connected to three vertical members P , Q and R as shown in the figure (not drawn to the scale). All three members have id...
go_editor
5.3k
points
go_editor
asked
Feb 27, 2020
Structural Analysis
gate2020-ce-1
numerical-answers
stiffness-and-flexibility-methods
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–
0
votes
0
answers
243
GATE2014-2-12
The static indeterminacy of the two-span continuous beam with an internal hinge, shown below, is _______
The static indeterminacy of the two-span continuous beam with an internal hinge, shown below, is _______
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Concrete Structures
gate2014-ce-2
numerical-answers
concrete-structures
beams
+
–
0
votes
0
answers
244
GATE2016-1-9
Bull’s trench kiln is used in the manufacturing of lime cement bricks none of these
Bull’s trench kiln is used in the manufacturing oflimecementbricksnone of these
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Construction Materials and Management
gate2016-ce-1
bulls-trench-kiln
structural-engineering
construction-materials-and-management
construction-materials
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–
0
votes
0
answers
245
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: $16.5 M_p/L$ $15.5 M_p/L$ $15.0 M_p/L$ $16.0 M_p/L$
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...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Steel Structures
gate2015-ce-2
steel-structures
structural-engineering
beam
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–
0
votes
0
answers
246
GATE2015-1-4
Workability of concrete can be measured using slump, compaction factor and Vebe time. Consider the following statements for workability of concrete. As the slump increases, the Vebe time increases As the slump increases, the compaction factor increases Which of the following is TRUE? Both (i) and ( ... (i) and (ii) are False (i) is True and (ii) is False (i) is False and (ii) is True
Workability of concrete can be measured using slump, compaction factor and Vebe time. Consider the following statements for workability of concrete.As the slump increases...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Construction Materials and Management
gate2015-ce-1
structural-engineering
construction-materials-and-management
workability-of-concrete
material-properties-and-behaviour
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–
0
votes
0
answers
247
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 ________
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 req...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Steel Structures
gate2014-ce-1
numerical-answers
steel-structures
structural-engineering
tension-reinforcement
beams
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–
0
votes
0
answers
248
GATE Civil 2021 Set 1 | Question: 40
A column is subjected to a total load $(P)$ of $60\text{ kN}$ supported through a bracket connection, as shown in the figure (not to scale). The resultant force in bolt $R$ (in $\text{kN}, \textit{round off to one decimal place}$) is _____________________________
A column is subjected to a total load $(P)$ of $60\text{ kN}$ supported through a bracket connection, as shown in the figure (not to scale).The resultant force in bolt $R...
Arjun
13.0k
points
Arjun
asked
Feb 19, 2021
Steel Structures
gatecivil-2021-set1
numerical-answers
simple-and-eccentric-connection
bracket-connection
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–
0
votes
0
answers
249
GATE2016-1-10
The compound which is largely responsible for initial setting and early strength gain of Ordinary Portland Cement is $C_3A$ $C_3S$ $C_2S$ $C_4AF$
The compound which is largely responsible for initial setting and early strength gain of Ordinary Portland Cement is$C_3A$$C_3S$$C_2S$$C_4AF$
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Construction Materials and Management
gate2016-ce-1
structural-engineering
construction-materials-and-management
concrete-constituents-mix-design
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–
0
votes
0
answers
250
GATE2015-2-34
According to the concept of Limit State Design as per $IS \: 456:2000$, the probability of failure of a structure is ______.
According to the concept of Limit State Design as per $IS \: 456:2000$, the probability of failure of a structure is ______.
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Steel Structures
gate2015-ce-2
numerical-answers
steel-structures
structural-engineering
limit-state-design
+
–
0
votes
0
answers
251
GATE2016-1-6
Consider the plane truss with load P as shown in the figure. Let the horizontal and vertical reactions at the joint $\textbf{B}$ be $H_B$ and $V_B$, respectively and $V_C$ be the vertical reaction at the joint $\textbf{C}$. Which one of the following sets gives the correct values of $V_B$, $H_B$ ... $V_B=P; \: H_B = P (\cos 60^{\circ}); \: V_C=0$
Consider the plane truss with load P as shown in the figure. Let the horizontal and vertical reactions at the joint $\textbf{B}$ be $H_B$ and $V_B$, respectively and $V_C...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Structural Analysis
gate2016-ce-1
structural-engineering
structural-analysis
analysis-of-trusses
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–
0
votes
0
answers
252
GATE2014-1-12
In a beam of length $L$, four possible influence line diagram for shear force at a section located at a distance of $\dfrac{L}{4}$ from the left end support (marked as $P, Q, R,$ and $S$) are shown below. The correct influence line diagram is $P$ $Q$ $R$ $S$
In a beam of length $L$, four possible influence line diagram for shear force at a section located at a distance of $\dfrac{L}{4}$ from the left end support (marked as $P...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Structural Analysis
gate2014-ce-1
structural-engineering
structural-analysis
analysis-of-beams
+
–
0
votes
0
answers
253
GATE2015-2-6
A horizontal beam $ABC$ is loaded as shown in the figure below. The distance of the point of contraflexure from end $A$ (in m) is _________
A horizontal beam $ABC$ is loaded as shown in the figure below. The distance of the point of contraflexure from end $A$ (in m) is _________
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Structural Analysis
gate2015-ce-2
numerical-answers
structural-engineering
structural-analysis
analysis-of-beams
+
–
0
votes
0
answers
254
GATE2016-1-7
In shear design of an RC beam, other than the allowable shear strength of concrete $( \tau _c)$, there is also an additional check suggested in IS $456-2000$ ... shear stress that comes from accidental loading possibility of failure of concrete by diagonal tension possibility of crushing of concrete by diagonal compression
In shear design of an RC beam, other than the allowable shear strength of concrete $( \tau _c)$, there is also an additional check suggested in IS $456-2000$ with respect...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Concrete Structures
gate2016-ce-1
structural-engineering
shear-strength
shear-stress
concrete-structures
design-of-rc-beam
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–
0
votes
0
answers
255
GATE2014-1-34
The tension and shear force (both in kN) in each bolt of the joint, as shown below, respectively are $30.33$ and $20.00$ $30.33$ and $25.00$ $33.33$ and $20.00$ $33.33$ and $25.00$
The tension and shear force (both in kN) in each bolt of the joint, as shown below, respectively are$30.33$ and $20.00$$30.33$ and $25.00$$33.33$ and $20.00$$33.33$ and $...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Solid Mechanics
gate2014-ce-1
solid-mechanics
structural-engineering
tension-and-shear-force
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–
0
votes
0
answers
256
GATE2014-2-8
Polar moment of inertia $(I_p)$, in $cm^4$, of a rectangular section having width, $b=2$ cm and depth, $d=6$ cm is _______
Polar moment of inertia $(I_p)$, in $cm^4$, of a rectangular section having width, $b=2$ cm and depth, $d=6$ cm is _______
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Structural Engineering
gate2014-ce-2
numerical-answers
structural-engineering
+
–
0
votes
0
answers
257
GATE2016-2-34
Consider the structural system shown in the figure under the action of weight $W$. All the joints are hinged. The properties of the members in terms of length ($L$), area ($A$) and the modulus of elasticity ($E$) are also given in the figure. Let $L$, $A$ and $E$ ... $=0.0417 \: m$ Compressive force $=100 \: kN$; Stress $=1000 \; kN/m^2$; Extension $=0.0417 \: m$
Consider the structural system shown in the figure under the action of weight $W$. All the joints are hinged. The properties of the members in terms of length ($L$), area...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Engineering Mechanics
gate2016-ce-2
structural-engineering
engineering-mechanics
internal-forces-in-structures
+
–
0
votes
0
answers
258
GATE2014-2-7
The first moment of area about the axis of bending for a beam cross-section is moment inertia section modulus shape factor polar moment of inertia
The first moment of area about the axis of bending for a beam cross-section ismoment inertiasection modulusshape factorpolar moment of inertia
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Solid Mechanics
gate2014-ce-2
solid-mechanics
structural-engineering
bending-moment-in
beams
+
–
0
votes
0
answers
259
GATE2016-1-39
The Optimistic Time (O), Most likely Time (M) and Pessimistic Time (P) (in days) of the activities in the critical path are given below in the format O – M – P. The expected completion time (in days) of the project is ________
The Optimistic Time (O), Most likely Time (M) and Pessimistic Time (P) (in days) of the activities in the critical path are given below in the format O – M – P.The ex...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Construction Materials and Management
gate2016-ce-1
numerical-answers
structural-engineering
construction-materials-and-management
project-planning-and-network-analysis
+
–
0
votes
0
answers
260
GATE2015-1-8
The development length of a deformed reinforcement bar can be expressed as $(1/k) (\phi \sigma_s / \tau_{bd})$. From the $IS: 456 – 2000$, the value of $k$ can be calculated as _______
The development length of a deformed reinforcement bar can be expressed as $(1/k) (\phi \sigma_s / \tau_{bd})$. From the $IS: 456 – 2000$, the value of $k$ can be calcu...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Structural Engineering
gate2015-ce-1
numerical-answers
structural-engineering
+
–
0
votes
0
answers
261
GATE2014-2-36
For the state of stresses (IN MPa) shown in the figure below, the maximum shear stress (in MPa) is __________
For the state of stresses (IN MPa) shown in the figure below, the maximum shear stress (in MPa) is __________
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Structural Engineering
gate2014-ce-2
numerical-answers
structural-engineering
solid-mechanics
shear-stress
+
–
0
votes
0
answers
262
GATE2015-1-37
For the $2D$ truss with the applied loads shown below, the strain energy in the member $XY$ is _____ kN-m. For member $XY$, assume $AE=30$ kN, where $A$ is cross-section area and $E$ is the modulus of elasticity.
For the $2D$ truss with the applied loads shown below, the strain energy in the member $XY$ is _____ kN-m. For member $XY$, assume $AE=30$ kN, where $A$ is cross-section ...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Structural Analysis
gate2015-ce-1
numerical-answers
structural-analysis
structural-engineering
trusses
strain-energy
+
–
0
votes
0
answers
263
GATE2015-1-6
Consider the singly reinforced beam shown in the figure below: At cross-section $XX$, which of the following statements is TRUE at the limit state? The variation of stress is linear and that of strain is non-linear The variation of strain is linear and that of stress is non-linear The variation of both stress and strain is linear The variation of both stress and strain is non - linear
Consider the singly reinforced beam shown in the figure below:At cross-section $XX$, which of the following statements is TRUE at the limit state?The variation of stress ...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 26, 2018
Solid Mechanics
gate2015-ce-1
solid-mechanics
structural-engineering
reinforced-beam
stress-and-starin
+
–
0
votes
0
answers
264
GATE2014-2-10
The flexural tensile strength of $M25$ grade of concrete, in $N/mm^2$, as per $IS:456-2000$ is _______
The flexural tensile strength of $M25$ grade of concrete, in $N/mm^2$, as per $IS:456-2000$ is _______
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 25, 2018
Solid Mechanics
gate2014-ce-2
numerical-answers
solid-mechanics
structural-engineering
flexural-tensile-strength
+
–
0
votes
0
answers
265
GATE2020-CE-1-42
The flange and web plates of the doubly symmetric built-up section are connected by continuous $10\:mm$ thick fillet welds as shown in figure (not drawn to the scale). The moment of inertia of the section about its principal axis $X-X$ ... welds. The maximum shear force (in $kN$ , round off to one decimal place ) that can be carried by the section, is ______.
The flange and web plates of the doubly symmetric built-up section are connected by continuous $10\:mm$ thick fillet welds as shown in figure (not drawn to the scale). Th...
go_editor
5.3k
points
go_editor
asked
Feb 27, 2020
Solid Mechanics
gate2020-ce-1
numerical-answers
flexural-and-shear-stress
+
–
0
votes
0
answers
266
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 $7.5 \: M_P/L$ $5.0 \: M_P/L$ $4.5 \: M_P/L$ $2.5 \: M_P/L$
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, 2...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Steel Structures
gate2016-ce-2
steel-structures
structural-engineering
plastic-analysis-of-beams
+
–
0
votes
0
answers
267
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 $1$? $p^2 > 2gd$ $p^2 < \sqrt{4gd}$ $p^2 > 4gd$ $p > 4gd$
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...
Milicevic3306
11.9k
points
Milicevic3306
asked
Mar 27, 2018
Steel Structures
gate2016-ce-2
steel-structures
structural-engineering
design-of-tension
+
–
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