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Civil Engineering Gate 2024 Set-1 Questions with Answer
Ques 40 GATE 2024 SET-1
A soil sample was consolidated at a cell pressure of 20 kPa and a back pressure of 10 kPa for 24 hours during a consolidated undrained (CU) triaxial test. The cell pressure was increased to 30 kPa on the next day and it resulted in the development of pore water pressure of 1 kPa. The soil sample failed when the axial stress was gradually increased to 50 kPa. The pore water pressure at failure was recorded as 21 kPa. The value of Skempton's pore pressure parameter B for the soil sample is _______. (rounded off to 2 decimal places).
Ques 41 GATE 2024 SET-1
A 30 cm diameter well fully penetrates an unconfined aquifer of saturated thickness 20 m with hydraulic conductivity of 10 m/day. Under the steady pumping rate for a long time, the drawdowns in two observation wells located at 10 m and 100 m from the pumping well are 5 m and 1 m, respectively. The corresponding pumping rate (in m3/day) from the well is _______. (rounded off to 2 decimal places).
Ques 42 GATE 2024 SET-1
The ordinates of a 1-hour unit hydrograph (UH) are given below.

Ques 43 GATE 2024 SET-1
A standard round bottom triangular canal section as shown in the figure has a bed slope of 1 in 200. Consider the Chezy's coefficient as 150 m1/2/s.

Ques 44 GATE 2024 SET-1
A spillway has unit discharge of 7.5 m3/s/m. The flow depth at the downstream horizontal apron is 0.5 m. The tail water depth (in meters) required to form a hydraulic jump is _______. (rounded off to 2 decimal places).
Ques 45 GATE 2024 SET-1
Consider a balanced doubly-reinforced concrete section. If the material and other sectional properties remain unchanged, for which of the following cases will the section becomes under-reinforced?
Ques 46 GATE 2024 SET-1
An inverted T-shaped concrete beam (B1) in the figure, with centroidal axis X-X is subjected to an effective prestressing force of 1000 kN acting at the bottom kern point of the beam cross-section. Also consider an identical concrete beam (B2) with the same grade of concrete but without any prestressing force. The additional cracking moment (in kN.m) that can be carried by beam B1 in comparison to beam B2 is _______. (rounded off to the nearest integer).

Ques 47 GATE 2024 SET-1
A slab panel with an effective depth of 250 mm is reinforced with 0.2% main reinforcement using 8 mm diameter steel bars. The uniform center-to-center spacing (in mm) at which the 8 mm diameter bars are placed in the slab panel is _______. (rounded off to the nearest integer).
Ques 48 GATE 2024 SET-1
The three-dimensional state of stress at a point is given by

Ques 49 GATE 2024 SET-1
Find the correct match between the plane stress states and the Mohr's circles.

Ques 50 GATE 2024 SET-1
A homogeneous shaft PQR with fixed supports at both ends is subjected to a torsional moment T at point Q, as shown in the figure. The polar moments of inertia of the portions PQ and QR of the shaft with circular cross-sections are J1 and J2, respectively. The torsional moment reactions at the supports P and R are TP and TR respectively. If TP / TR = 4 and J1 / J2 = 2,

Ques 51 GATE 2024 SET-1
The elements structural steel are _______.
Ques 52 GATE 2024 SET-1
The plane frame shown in the figure has fixed support at joint A, hinge support at joint F, and roller support at joint I. In the figure, A to I indicate joints of the frame.

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