Gujarat Technological UniversitySummer 2026 examination

GTU 2170502 Process Equipment Design -II Summer 2026 Question Paper & PDF

B.E. · Chemical Engineering · Semester 7 · Subject code 2170502
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Total
70 marks
To pass
23 marks (33%)
Duration
2.5 Hours 2:30 PM – 5:30 PM
Questions
5 with internal choice
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Q.1

14 Marks
(a)
3 marks
Define:
i)Internal design pressure
ii)External design pressure
iii)Design temperature.
(b)
4 marks

Classify pressure vessels as per IS 2825 and explain the significance of design stress and joint efficiency.

(c)
7 marks

Discuss the general steps in designing a cylindrical shell for internal pressure including selection of corrosion allowance, testing and code requirements.

Q.2

14 Marks
(a)
3 marks
Define:
i)Fatigue
ii)Creep. Explain why these properties are important in pressure vessel design.
(b)
4 marks

Explain the area-for-area method for sizing nozzle reinforcement pads with a neat sketch.

(c)
7 marks

A nozzle is welded to a cylindrical shell of a pressure vessel. State the data required and outline the complete design procedure to check adequacy of reinforcement using the area-replacement method.

(c)
7 marks

With neat sketches, discuss the different types of standard flanges and flange facings used in process vessels, highlighting their selection criteria.

Q.3

14 Marks
(a)
3 marks

Explain the classification of storage tanks as per IS 803 and define a Class A storage tank.

(b)
4 marks
List the design steps for a self-supporting conical roof for a large diameter storage tank.
(c)
7 marks
A storage tank (Class-A) is having following data:

Tank Diameter: 30 m Tank height: 18 m Sp. Gr. of liquid: 1.18 Conical roof slope: permissible 1 in. 5 Superimposed load - 125 kg/m² Material – carbon steel (structural) Permissible stress : 980 kgf/cm² Density of plate material : 7800 kg/m³ Modulus of elasticity: 2 x 106 kg/cm² Standard plate size = 1.8 m width x 6.3 m length Design the shell and bottom. Verify that self-supporting conical roof can work for this storage tank or not Conical roof slope: permissible 1 in.

(a)
3 marks

State the functions of floating roofs in storage tanks and list different types of floating roofs.

(b)
4 marks

Explain the design steps and precautions for shell and bottom plates for a fixed-roof tank storing a corrosive liquid, considering corrosion allowance and fabrication aspects.

(c)
7 marks

Describe the complete design procedure for a column-supported conical roof, including selection of columns, rafters, girders and roof curb angle.

Q.4

14 Marks
(a)
3 marks
Define:
i)Gasket seating stress
ii)Gasket factor. State why correct gasket selection is critical in reaction vessel design.
(b)
4 marks

Classify agitators and discuss the selection criteria for choosing a suitable agitator for liquid–liquid mixing.

(c)
7 marks

A flat-blade turbine agitator with six blades is installed in a baffled tank. Describe the stepwise procedure to determine power requirement, shaft diameter and blade thickness for safe operation under given fluid properties.

(a)
3 marks

List the different types of jackets used on reaction vessels and mention two advantages of a half-coil jacket over a plain jacket.

(b)
4 marks
Explain the mechanical design of jackets and coils for an exothermic stirred reactor.
(c)
7 marks

Find out the thickness of shell of the reactor & thickness of jacket for the following three available options:

i)Reactor with plain jacket
ii)Reactor with channel jacket
iii)Reactor with half coil jacket.
iii)Reactor with half coil jacket. Given data: Inside diameter of shell = 1500 mm, Inside diameter of jacket = 1600 mm, Shell length = 1500 mm, diameter of half coil = 75 mm, Width of channel jacket = 75 mm, Internal design pressure of shell = 4 kgf/cm2, Internal design pressure of jacket = 3 kgf/cm2, Design temperature of both shell & jacket = 150 oC, maximum allowable stress at design temperature = 980 kgf/cm2, Modulus of elasticity E = 19 × 105 kgf/cm2, Poisson’s ratio μ = 0.3, Joint efficiency J = 0.85.

Q.5

14 Marks
(a)
3 marks

Write a short note on saddle supports, indicating when they are preferred over other support types.

(b)
4 marks

Explain the design criteria for skirt supports for tall distillation columns, including allowable stresses and load combinations.

(c)
7 marks

A tray distillation column operates at elevated temperature and pressure. Outline the procedure for determining shell thickness at various heights considering internal pressure, dead load and wind load.

(a)
3 marks
Define:
i)Seismic coefficient
ii)Wind pressure as used in the mechanical design of vertical columns.
(b)
4 marks

Explain the design procedure for bracket supports for a vertical cylindrical vessel installed outdoors.

(c)
7 marks

Discuss the design steps for skirt and base plate including anchor bolts for a tall column subject to combined dead load and wind load, and comment on possible failure modes.

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About this paper

Official Gujarat Technological University (GTU) examination paper for Process Equipment Design -II (Summer 2026, B.E. · Chemical Engineering, Sem 7). Features complete 70-mark regular & remedial examination pattern, official marking distribution across all 5 questions, and direct 1-click official PDF download.

Transcribed for student exam preparation from Gujarat Technological University official examination archives. Questions, syllabus guidelines, and curriculum marking schemes remain the intellectual property of Gujarat Technological University.

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