Truss · Structural Analysis · GATE CE

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Marks 1

GATE CE 2024 Set 2
The structural design method that DOES NOT take into account the safety factors on the design loads is
GATE CE 2022 Set 1
The plane truss shown in the figure is subjected to an external force P. It is given that P = 70 kN, a = 2 m, and b = 3 m. The magnitude (absolute va...
GATE CE 2016 Set 1
Consider the plane truss with load $$P$$ as shown in the figure. Let the horizontal and vertical reactions at the joint $$B$$ be $$HB$$ and $${V_B},$$...
GATE CE 2013
The pin-jointed $$2$$-$$D$$ truss is loaded with a horizontal force of $$15$$ ݇ܰ at joint S and another $$15$$ ݇ܰ vertical force at joint $$U,$$ as ...
GATE CE 2010
For the truss shown in the figure, the force in the member QR is ...
GATE CE 2004
For the plane truss shown in the figure, the number of zero force members for the given loading is ...

Marks 2

GATE CE 2024 Set 1
The plane truss shown in the figure has 13 joints and 22 members. The truss is made of a homogeneous, prismatic, linearly elastic material. All member...
GATE CE 2023 Set 1
Consider the pin-jointed truss shown in the figure (not to scale). All members have the same axial rigidity, AE. Members QR, RS, and ST have the same ...
GATE CE 2023 Set 1
An idealised bridge truss is shown in the figure. The force in Member U2L3 is __________ kN (round off to one decimal place). ...
GATE CE 2016 Set 1
A plane truss with applied loads is shown in the figure. The members which do not carry any force are ...
GATE CE 2014 Set 1
Mathematical idealization of a crane has three bars with their vertices arranged as shown in the figure with a load of $$80$$ $$kN$$ hanging verticall...
GATE CE 2003
A truss, as shown in the figure, is carrying $$180$$ $$kN$$ load at node $${L_2}.$$ The force in the diagonal member $${M_2}{U_4}$$ will be ...
GATE CE 1997
The force in the member $$DE$$ of the truss shown in the fig. is, ...
GATE CE 1995
The forces in members $$'abc'$$ in the truss shown ...
GATE CE 1988
The force in the number $$'CD'$$ of the truss in fig is ...
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