Name of the University : Gujarat Technological University
Exam : B.ARCH Winter Exam 2016
Document Type : Sample Question Paper
Category or Subject : Building Construction-V
Year : 2016
Website : https://www.gtu.ac.in/
Download Sample Question Paper :
Building Construction-V : https://www.pdfquestion.in/uploads/13779-Building.pdf
History of Architecture-III : https://www.pdfquestion.in/uploads/13779-ArchIII.pdf
Structure – V : https://www.pdfquestion.in/uploads/13779-StruV.pdf
Building Construction VI : https://www.pdfquestion.in/uploads/13779-BuildingVI.pdf
History of Architecture-IV : https://www.pdfquestion.in/uploads/13779-ArchIV.pdf
Structure – VI : https://www.pdfquestion.in/uploads/13779-StruVI.pdf
Estimating & Costing : https://www.pdfquestion.in/uploads/13779-Estimate.pdf
Bachelor of Architecture Winter Exam Sample Question Paper :
Subject Code:1055002
Subject Name: Building Construction-V
Time: 10:30AM – 01:30PM
Total Marks: 40
Related : Gujarat Technological University MBA Winter Exam Sample Question Paper : www.pdfquestion.in/13782.html
Instructions :
1. Attempt any five questions.
2. Make suitable assumptions wherever necessary.
3. Figures to the right indicate full marks.
4. All questions carry equal marks
Q.1 (a) Explain briefly with sketches: Types of Shallow Foundations 04
(b) Explain briefly with sketches: Types of Deep Foundations 04
Q.2 (a) What is Retaining wall? Explain Types of Retaining wall with sketches. 08
Q.3 (a) Mention the advantages and disadvantages of Cast-In-Situ and Pre-Cast Concrete Piles. 08
Q.4 (a) Explain how would you provide foundation in Black Cotton Soil? 08
Q.5 (a) Discuss Merits and Demerits of Welding and Nut-Bolt types of connections. 08
Q.6 (a) Explain the given connections through sketches:
1) Beam to Beam Connections
2) Beam to Column Connections 04
(b) Explain the given connections through sketches:
1) Column to Column Connections
2) Column to Foundation Connections 04
Q.7 (a) Write Short note : Footing for Steel Columns 04
(b) Write Short note : Importance of Bracing 04
Subject Code : 1055003 Date:25/10/2016
Subject Name : History of Architecture-III
Time: 10:30AM – 12:30PM
Total Marks: 50
Instructions :
1. Attempt all questions.
2. Make suitable sketches wherever necessary.
3. Figures to the right indicate full marks.
Q.1 (a) Write a short note on ‘Colonial Architecture in India’ developed during the British Raj. 05
(b)Write a short note on ‘Early Christian and Byzantine Architecture’. 05
Q.2 (a) Explain in brief with sketches the key features of the Romanesque Architecture. 05
(b) Explain in brief with sketches the key features of the Gothic Architecture. 05
Q.3 (a) Write a short note on ‘Renaissance Art and Architecture’. 05
(b)Fill in the blanks :
1. The meaning of the term ‘Renaissance’ is ______.
2. The art of perspective drawing was developed during the _____ period.
3. The world famous portrait of ‘Mona Lisa’ was painted by _____.
4. The two main sects of Christianity are ____ and ____.
5. The round window above the entrance of a cathedral is called the _____ window. 05
Q.4 Write short note on :
1. Baroque Art and Architecture
2. Rococo Art and Architecture 10
Q.5 (a) Explain in brief :
1. Humanism
2. Mannerism 05
(b) Sketch the following:
1. St. Peter’s, Rome
2. Any one gothic cathedral 05
Subject Code : 1055004
Subject Name: Structure – V
Time: 10:30AM – 12:30PM
Total Marks: 50
Instructions :
1. Attempt all questions.
2. Make suitable assumptions wherever necessary.
3. Figures to the right indicate full marks.
4. Use of IS –800 (2007) and steel table is permitted
Q.1 (a) Draw and explain stress-strain curve for mild steel. 04
(b)Write short note on: Beam to column Web angle connection 03
(c) Explain with neat sketch the single and double lacing system 03
Q.2 (a) Explain lap and butt joint with sketches 05
(b) Explain various modes of failure of bolted joints with neat sketches 05
OR
(b) A tie plate of 80 X 8 mm is connected to the gusset plate to transmit a factored load of 100 kN. Determine the size and length of fillet weld. Assuming field welds and Fe 410 steel. 05
Q.3 Two plates 120 X 10 mm and 120 X 12 mm are connected by lap joint to resist factored tensile load of 100 KN. Design a lap joint using M 16 bolts of grade 4.6 and grade 410 plates. 10
OR
Q.3 A member of steel roof truss consists of 2 ISA 75 X 75 X 8 mm placed back to back on either side of 8 mm thick gusset plate. The member carries an ultimate tensile load of 150 KN. Determine the number of 16 mm diameter 4.6 grade ordinary bolts required for the joint. Assume fu of plate as 410 MPa. 10
Q.4 An equal angle section 80 X 80 X 6 mm is connected to 8 mm thick gusset plate using 4 Nos. 20 mm diameter bolts to transfer tensile force. Determine tensile strength of the angle. Assume steel grade Fe 410. 10
OR
Q.4 Design a single angle to carry a tensile load of 250 kN assuming single row of M 20 bolts and fy = 250 N/ mm2. 10
Q.5 Design a steel column to carry factored axial load of 1500 kN. The length of column is 4.0 m and hinged at both ends 10
OR
Q.5 Design a simply supported beam of span 5.5 m carrying working loads of DL=15 kN/m and LL=10 kN/m. Assume that the compression flange of the beam is laterally restrained throughout. 10