GUJARAT TECHNOLOGICAL UNIVERSITY
BA – SEMESTER– III EXAMINATION – WINTER 2019
S ubject Code:2X35002 Date:14/11/2019
S ubject Name: Building Construction-III
T ime:02:30 PM TO 05:30 PM Total Marks: 40
I nstructions:
1. Attempt all questions.
2. Make suitable assumptions wherever necessary.
3. Figures to the right indicate full marks.
Q.1 (a) Draw the fixing details for three different types of roofing materials for a sloping 03
roof structure.
(b) Explain jack arch flooring with the help of detailed sketches 05
Q.2 Write a short note on the following and make suitable sketches for them. 0 6
4.
(Attempt any two):
1). One way and two-way slabs
2). Types of traps
3). Water proofing details in flat roof
OR
Q.2 Describe the different methods adopted for damp proofing in the basement, at 06
plinth level and at terrace level with the help of detailed sketches.
`Q.3 Draft a complete elevation of the queen post roof truss along with two enlarged 06
details of it.
Q .4 (a ) Sketch in detail any five types of sloping roofs. 05
(b) Explain with neat, detailed sketches, three types of vernacular flat roofs that is 05
by using brick, stone and mud.
Q.5 (a) Sketch, plans and elevations for any two different types of fixtures for washrooms 05
and give their dimensions.
(b) Write a short note on one pipe and two pipe systems with the help of neat labelled 05
diagrams.
************* 1
Seat No.: ________ Enrolment No.___________
GUJARAT TECHNOLOGICAL UNIVERSITY
BA – SEMESTER– III EXAMINATION – WINTER 2019
S ubject Code:2X35003 Date:16/11/2019
S ubject Name: Structure-II
T ime:02:30 PM TO 04:30 PM Total Marks: 50
I nstructions:
1. Attempt all questions.
2. Make suitable assumptions wherever necessary.
3. Figures to the right indicate full marks.
Q.1 (a) Define slope and deflection and write the equation of relation between slope, 06
deflection and radius of curvature, and write down the equation for maximum
slope and deflection for all loading for cantilever beam.
(b) Define Column, strut, Long column, short column. 04
Q.2 (a) Define the Axial load and eccentric loading and write down the formula for 04
the Maximum stress and Minimum stress.
(b) Define determinate and indeterminate structure and write down the 06
Advantages and disadvantages of indeterminate Structures
OR
(b) Calculate the radius of gyration of circular section of internal diameter of 06
80mm and 10 mm thickness.
.
Q.3 A cantilever beam 1.75 m span is subjected to u.d.l 75 KN/m and a point load 10
of 50 KN at free end. Find slope and deflection at free end.
Take E= 200 KN/mm2 , I=6 x 108 mm4.
OR
Q.3 A hollow circular C.I column has external diameter of 500mm and 50mm 10
thickness, 8m in length. Determine Euler’s crippling load. Take
E=100KN/mm2 and column is fixed at the both ends.
Q.4 A circular column of 450mm in diameter carries a load of 600 KN at an 10
eccentricity of 100mm. Calculate the maximum and minimum stress for the
column. Draw the stress diagram.
OR
Q.4 A simply supported beam of 6m is 300mm X 400mm in section. It carries 10
central point of 10KN and u.d.l 15KN/m over entire span. Calculate
maximum slope and deflection, Take E= 2 X 105 N/mm2.
Q.5 A fixed beam AB of span 4m carrying a central point load of 80 KN. Draw 10
the shear force and Bending moment diagrams.
OR
Q.5 A two span continuous beam ABC is simply supported on A, B and C such 10
that span AB=4m and span BC=6m. The span AB carries a central point load
of 40KN and span BC carries u.d.l of 20KN/m. Find out B.M and S.F and
draw S.F and B.M diagram.
*********
Seat No.: ________ Enrolment No.___________
GUJARAT TECHNOLOGICAL UNIVERSITY
BA – SEMESTER– III EXAMINATION – WINTER 2019
S ubject Code:2X35004 Date:19/11/2019
S ubject Name: History of Architecture – II
T ime:02:30 PM TO 04:30 PM Total Marks: 50
I nstructions:
1. Attempt all questions.
2. Make suitable assumptions wherever necessary.
3. Figures to the right indicate full marks.
Q.1 (a) Name all the different parts of the Bharhut stupa with the help of a diagram. 05
(b) Fill in the blanks: 05
1. The ambulation path of a stupa is known as ________.
2. Kailashnath Temple is an example of ________style.
3. A pol can be divided into multiple smaller divisions known as __________.
4. The entrance gateway to a south Indian temple complex is called __________.
45.
5. Step wells in Rajasthan are called __________ in the local dialect.
5.
Q.2 (a) Explain the characteristic features of a chaitya, a vihara and a stupa with sketches 05
to support that.
(b) Write the different characteristics of any Solanki style of temple with the help of 05
sketches.
OR
Q.2 Write a brief note on Hoysaleswara temple and explain each part of the temple 10
with the help of neat sketches.
`Q.3 Write a brief note on Shore temple and explain each part of the temple with the 10
help of neat sketches.
OR
Q.3 (a) Label all the different parts of any one Orissan temple. 05
(b) Differentiate between the North Indian and the South Indian style of temple 05
architecture.
Q .4 (a ) Explain the characteristic features of step well and a kund with the help of 05
appropriate examples and diagrams.
(b) Differentiate between the Rani ki vav in Patan and the Adalaj vav in Ahmedabad. 05
Q.5 (a) Give classifications of Modes & Languages of Hindu Temple Architecture. 05
(b) Explain the characteristic features of a pol house or a Vada with the help of 05
appropriate examples and diagrams.
************* 1
Seat No.: ________ Enrolment No.___________
GUJARAT TECHNOLOGICAL UNIVERSITY
BA – SEMESTER– III EXAMINATION – WINTER 2019
S ubject Code:2X35005 Date:21/11/2019
S ubject Name: Climatology
T ime:02:30 PM TO 04:30 PM Total Marks: 50
I nstructions:
1. Answer any Five Questions.
2. Make suitable assumptions wherever necessary.
3. Figures to the right indicate full marks.
Q.1 Explain Solar Geometry, Summer & Winter Solstice. Draw 10
Equidistance Sun path diagrams for Tropic of Cancer,
Capricorn, Equator.
Q.2 Identify Various Climatic zones of India. Explain 5-7 feature for 10
each zone.
Q.3 Enumerate Various Elements of Climate. Provide Measurement 10
Unites for each Element and explain how it affects to Built
Environment.
Q.4 Explain the Bioclimatic chart, Body Heat Exchange. 10
Q.5 Elaborate the difference between Cold – Cloudy & Cold –Sunny 10
Climatic zones. Identify various Passive means used for each
zone.
Q.6 Elaborate the difference between Composite & Moderate 10
Climatic zones. Identify various Passive means used for each
zone.
Q.7 What is the Building Rating System? Provide details of anyone 10
current rating system in detail.
1
Seat No.: ________ Enrolment No.___________
GUJARAT TECHNOLOGICAL UNIVERSITY
BA – SEMESTER– III EXAMINATION – WINTER 2019
S ubject Code:2X35006 Date:25/11/2019
S ubject Name: Surveying and Levelling
T ime:02:30 PM TO 04:30 PM Total Marks: 50
I nstructions:
1. Attempt any five questions.
2. Make suitable assumptions wherever necessary.
3. Figures to the right indicate full marks.
Mark
Q.1 (a) What is Surveying? Explain the principal of surveying. 05
(b) What is ranging? Explain the indirect ranging with neat sketch. 05
Q.2 (a) Differentiate between the Prismatic Compass and Surveyor’s Compass. 04
(b) i) Convert Whole circle bearing (WCB) to Reduce bearing (RB). 06
(a) 20° 30’ (b) 208°45’ (c) 327°30’
ii) Convert Back bearing (BB) to fore bearing (FB).
(a) 145° 45’ (b) 310° 45’ (c) 260° 00’
Q.3 (a) The following are the fore and back bearing of the sides if a closed 07
traverse :
Side FB BB
AB 150°15’ 330°15’
BC 20°30’ 200°30’
CD 295°45’ 115°45’
DE 218°00’ 38°00’
EA 120°30’ 300°30’
Draw the traverse and Calculate the interior angles of the traverse by
applying suitable check.
(b) Draw the symbol of the following terms : (i) Chain line (ii) Railway line 03
(iii) Electric post (iv) River (v) North line (vi) Embankment
Q.4 (a) Enlist and explain the various accessories of plane table. 05
(b) Explain the terms : (i) Metric chain (ii) Main Station (iii) True meridian 05
(iv) Reduce bearing (v) Datum Surface
Q.5 (a) The following consecutive reading were taken with a level and a 4 m 07
leveling staff on a continuously sloping ground at common interval of 30
m: 0.855 (on P), 1.545 m, 2.335 m, 3.115 m, 3.825 m, 0.455 m, 1.380 m,
2.055 m, 2.855 m, 3.455 m, 0.585 m, 1.015 m, 1.850 m, 2.755 m, 3.845
m(on Q). The RL of P was 180.500. Make entries in a level book and find
out the RL using Rise and Fall method, apply the usual checks. The
instrument was shifted after 5th and 10th reading.
(b) Define the terms : (i) Levelling (ii) Back sight Reading (iii) Line of 03
Collimation
Q.6 (a) Draw a contour map of the following terms: (i) Overhanging cliff (ii) 04
Summit (iii) Valley (iv) Saddle point.
Page 1/2
(b) The following offsets were taken at 15 m intervals from a survey line to an 06
irregular boundary line : 3.5, 4.3, 6.75, 5.25, 7.50, 8.80, 7.90, 6.40, 4.40
and 3.25 m. calculate the area of enclosed between the survey line, the
irregular boundary line and the first and last offsets by using (i)
Trapezoidal rule and (ii) Simpson’s Rule.
Q.7 (a) What is G.P.S? Explain the objects of G.P.S. 05
(b) What is total Station? Explain the operation process of total station. 05
***********
Page 2/2