IBPS Specialist Officer Civil Engineering Syllabus

I want the syllabus of Civil Engineering of IBPS Specialist Officer SO Exam so will you please provide me?

[Arvind Kumar]

I am providing you the syllabus of Civil Engineering of IBPS Specialist Officer SO Exam.

IBPS Specialist Officer SO Exam Civil Engineering syllabus

Fluids Mechanics and Hydraulics Machines
Strength of Materials
Hydrology
Water Resources Engineering Methodology
Water Supply Engineering
Soil Mechanics
Highway Engineering
Construction
Theory of Structures
Reinforced Cement Concrete Structures
Steel Structures
Surveying
Civil Planning
Estimating and Quantity Surveying
Environmental Engineering

IBPS Specialist Officer SO Exam Civil Engineering Question paper

Hydrodynamic pressure due to earthquake acts at a height of
(a) 3H/4π above the base (b) 3H/4π below the water surface
(c) 4H/3π above the base (d) 4H/3π below the water surface

The water surface slope dy/dx
, in case of uniform flow in the channel, is equal to
(a) 0ü (b) 1 (c) 1000 (d) ∞

The sequent depth ratio of a hydraulic jump in a rectangular horizontal channel is 10.30.
The Froude number at the beginning of the jump is
(a) 5.64 (b) 7.63
(c) 8.05 (d) 13.61

The critical depth at a section of a rectangular channel is 1.5 m. The specific energy at that
section is
(a) 0.75 m (b) 1.00 m
(c) 1.50 m (d) 2.25 m

A rectangular open channel of width 5.0 m is carrying a discharge of 100 m
3/s. The Froude number of the flow is 0.80. The depth of flow in the channel is
(a) 4 m (b) 8 m
(c) 16 m (d) 20 m

If ‘D’ is the scour depth measured below the high flood level and ‘d’ is the depth of scour below the original bed level, then the width of thelaunching apron at toe of the guide bank will generally be
(a) 1.5 Dü (b) 1.5 d (c) 2.0 D (d) 2.0 d

Flow in pipe is laminar if Reynold’s number is
(a) more than 2100 (b) more than 3000
(c) more than 4000 (d) less than 2000

The concept of boundary layer was first introducedby
(a) Prandtl (b) Newton
(c) Reynold (d) Kutter

The major resisting force in a gravity dam is
(a) water pressure (b) wave pressure
(c) self weight of dam (d) uplift pressure

There will be no tension in dam if the resultant passes through the
(a) last third of the base (b) middle third of thebase
(c) middle two third of the base (d) none of the above

The relation between duty ‘D’ in hect/m3/sec, delta ‘∆’ in m and base period ‘B’ in days is
(a) ∆= 8.64 D/Bü (b) B = 8.64 ∆/D
(c) D = 8.64 ∆/B (d) ∆= 8.64 B/D