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Civil Engineering Gate 2026 Set-2 Questions with Answer
Ques 40 GATE 2026 SET-2
Which one of the following stress conditions represents the state of pure shear stress? (figure-based question with stress element diagrams)
Ques 41 GATE 2026 SET-2
The horizontal beam shown in the figure has fixed supports at F and L. Internal hinges are provided at locations G and J. The beam supports vertically downward concentrated loads as well as uniformly distributed loads, as shown in the figure.

Ques 42 GATE 2026 SET-2
A simply supported, linearly elastic, homogeneous, prismatic beam of length L and flexural rigidity EI is shown in the figure.

The expression for the Influence Line Diagram (ILD) of the rotation θB(x) at the support B is
Ques 43 GATE 2026 SET-2
The plane truss shown in the figure is hinge-supported at E and F. The truss is subjected to vertical downward force at R and horizontal force at G.

Ques 44 GATE 2026 SET-2
A 250 mm wide × 600 mm deep rectangular concrete beam is prestressed by means of 4 high-tensile tendons, each of 14 mm diameter. The centre of the tendons is 200 mm from the soffit of the beam. The effective stress in each tendon is 700 N/mm2.
The maximum bending moment (in kN-m), that can be applied to the section without causing tension at the soffit of the beam due to prestressing only, is ______ (rounded off to one decimal place).
Use π = 3.14
Ques 45 GATE 2026 SET-2
A rigid-jointed portal frame, shown in the figure, consists of beam and columns of equal length L. The frame has a fixed support at one end and a roller support at the other end. The frame is subjected to a uniformly distributed load w and a lateral load P as shown in the figure. The plastic moment capacity of the beam and column sections is Mp. Consider a combined beam-column mechanism for plastic collapse. By applying the virtual work equation corresponding to the combined plastic collapse mechanism, Mp is expressed as
Mp = C1PL + C2wL2
where C1 and C2 are constants.

Ques 46 GATE 2026 SET-2
Linearly elastic, homogeneous, uniform bars BCD and FG shown in the figure have fixed supports at B and G, respectively. For both the bars, axial rigidity is 20000 kN. A gap of 2 mm exists between D and F prior to application of any load (i.e. P = 0). Small deformation and infinitesimal strain assumptions are valid for the given bars.

Ques 47 GATE 2026 SET-2
A simply-supported rectangular reinforced concrete beam has a width 250 mm and an overall depth 600 mm. The effective span of the beam is 6.23 m. The beam carries a live load of 5 kN/m and super imposed dead load of 5 kN/m, in addition to its own weight. The unit weight of reinforced concrete is 25 kN/m3. Consider the load factor of 1.5 for all stated loads.
The design bending moment (in kN-m) for the limit state of collapse is ______ (rounded off to two decimal places).
Ques 48 GATE 2026 SET-2
Which one of the following statements is TRUE with respect to levelling survey?
Ques 49 GATE 2026 SET-2
A tourist visiting a city holds a map prepared at a scale of 1:25000. The tourist measures the distance between place A and place B in the city as 12.0 cm on the map. Assuming both the places are connected by a straight road, the distance (in km) the tourist needs to walk from A to B is __________ (rounded off to the nearest integer).
Ques 50 GATE 2026 SET-2
For the traverse given below, the benchmark is at ground point L. The Reduced Level (RL) of L is 150.000 m. The direction of the traverse is from L to N. The readings on levelling staff using the same levelling instrument kept at Stations S1 and S2 during the traversing are shown in the figure.

Ques 51 GATE 2026 SET-2
Interior angles measured at the locations of a closed traverse ABCDA are given in table below.
| Location | Interior Angle |
|---|---|
| A | 71° 1′ 40″ |
| B | 104° 54′ 23″ |
| C | 107° 54′ 10″ |
| D | 76° 20′ 42″ |
Ques 52 GATE 2026 SET-2
An incident occurred on one side of a median on a four-lane dual carriageway road section. This incident disrupted the traffic movement in one direction. Traffic police diverted the traffic from disrupted side to the other side through an opening in a median. The desired sight distance on the four-lane dual carriageway was kept as 360 m under normal conditions. The Stopping Sight Distance (SSD, in m), which should be available on the operating road section after the incident, is
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