UTU Architectural Structures V Question Paper 2022 | B.Arch 5th Semester TAR - 503

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Use the UTU previous year question paper for Architectural Structures V with paper code TAR - 503, exam year 2022 while preparing for B.Arch 5th Semester exams. The page gives quick context about the subject, university, level, paper code and exam year, then keeps the question paper in its paper-style layout below. It is useful for revision planning, checking marks distribution, comparing repeated topics and understanding how the university framed the paper in that exam session.

Review the details table first to confirm the course, subject and code, then use the paper body for question-by-question practice. The related links help students move between the course archive, subject archive and paper-code archive without turning the post into a download page. This examination covers topics including design, concrete, section, slab, load, reinforced; students can use the list to plan focused revision.

• UniversityUttarakhand Technical University (UTU)
• CourseB.Arch
• Level5th Semester
• SubjectArchitectural Structures V
• Paper codeTAR - 503
• Exam year2022

Related: B.Arch papers Architectural Structures V papers TAR - 503 papers

Sub Code: TAR-503 ROLL NO........................ ODD SEMESTER EXAMINATION, 2022 - 23 rd th 3 Year 5 Semester, Programme - B.Arch. Architectural Structures-V Duration: 3:00 hrs Max Marks: 100 Note: - Attempt all questions. All Questions carry equal marks. In case of any ambiguity or missing data, the same may be assumed and state the assumption made in the answer. Q 1. Answer any four parts of the following. 5x4=20 a) Explain the properties of concrete and reinforced concrete which affect the strength parameter? b) Define shear stresses and diagonal tension in detail? c) What do you understand by elastic theory of bending? d) Explain torsion effect on reinforced concrete beams? e) Explain various assumptions of limit state design? f) What are the different types of loads applied in a structure? Explain in detail. Q 2. Answer any four parts of the following. 5x4=20 a) What is two-way slab. Differentiate between one way & two-way slab? b) Define Lateral ties & Flat slabs? c) Discuss the various design factors taken into consideration while designing a beam? d) Design a simply supported beam of span 6m with a load of 30 kN at its centre? e) What are Castellated beams and discuss its advantages and disadvantages? f) Differentiate between singly and doubly reinforced beams with neat and clean sketches in detail.? Q 3. Answer any two parts of the following. 10x2= 20 a) Draw and explain stress-strain curve for mild steel. What do you understand by ductile and brittle behavior, explain with examples? b) A column of length 12m is subjected to a axial load of 700 kN. The column is restrained in position but not in direction at both the ends. Design the section? (Assume Fy = 250 MPa) c) With the help of sketches explain different types of structural steel sections that are used in building construction? Q 4. Answer any two parts of the following. 10x2= 20 a) Explain flat slab with sketches? What are the advantages and disadvantages of flat slabs? b) What is the pre-stressed concrete? Explain elements of its principles? c) A pre-stress concrete rectangular beam of size 500 mm x 750 mm has a simple span of 7.3 m and is loaded with a UDL of 45 kN/m including its self-weight. An effective pre-stress of 1620 kN is produced. Compute the fiber stresses in concrete at mid-span section? Q 5. Answer any two parts of the following. 10x2= 20 a) Design steel beam in I section for a simply supported, 5m span, to carry uniform load 2 40kN/m. Assume permissible bending stress in steel 150N/mm . Calculate deflection at center for designed section? b) What is the Coefficient Method of two-way slab design? Mention the parameters governing slab moment coefficients and explain their effects on moment coefficients? c) A simply supported reinforced concrete beam of effective span 4 m and section 200 mm wide and 400 mm deep is subjected to a uniformly distributed load of 6 kN/m. Calculate the design bending moment for the limit state design. **********