Download PTU B.Arch 2020 March 3rd Sem 45025 Structure Design Iii Question Paper

Download PTU (I.K. Gujral Punjab Technical University Jalandhar (IKGPTU) B.Arch 2020 March (Bachelor of Architecture) 3rd Sem 45025 Structure Design Iii Previous Question Paper

1 | M-45025 (S17)-2069

Roll No. Total No. of Pages : 02
Total No. of Questions : 09
B. Architecture (Sem.?3)
STRUCTURE DESIGN?III
Subject Code : AR-231
M.Code : 45025
Time : 3 Hrs. Max. Marks : 50
INSTRUCTIONS TO CANDIDATES :
1. Attempt five questions taking any one question from each unit. All questions
are of equal marks.
2. Use of IS-456, Scientific Calculator is allowed. Assume missing data if any.
Draw neat diagrams.
3. Use M
20
concrete Fe415 steel.

UNIT-I
Q1. Design a singly reinforced beam to carry a superimposed U.D.L. of 15kN/m over a clear
span of 5m. Apply check for shear only. (10)
Q2. Design a cantilever beam to carry a superimposed U.D.L. of 6KN/m over a span of 2m.
Apply check for shear only. (10)
UNIT-II
Q3. Design a one-way slab of 3m span to carry a live load of 2.5KN/m
2
and dead load of
finishings lKN/m
2
. Apply check for deflection only. (10)
Q4. Design a two-way slab for a 3.5m ? 5m room to carry a live load of 2KN/m
2
and dead
load of finishings 1KN/m
2
. Apply check for deflection only. (10)
UNIT-III
Q5. Design a dog-legged stair for a residential building. The floor height is 3.3m. Use various
codal provisions for design. (10)
UNIT-IV
Q6. Design a short circular R.C.C. column to carry an axial load of 1000KN. (10)
Q7. A column has an effective length of 5m. The axial load is 800KN. Design a safe square
column for the given load. (10)
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1 | M-45025 (S17)-2069

Roll No. Total No. of Pages : 02
Total No. of Questions : 09
B. Architecture (Sem.?3)
STRUCTURE DESIGN?III
Subject Code : AR-231
M.Code : 45025
Time : 3 Hrs. Max. Marks : 50
INSTRUCTIONS TO CANDIDATES :
1. Attempt five questions taking any one question from each unit. All questions
are of equal marks.
2. Use of IS-456, Scientific Calculator is allowed. Assume missing data if any.
Draw neat diagrams.
3. Use M
20
concrete Fe415 steel.

UNIT-I
Q1. Design a singly reinforced beam to carry a superimposed U.D.L. of 15kN/m over a clear
span of 5m. Apply check for shear only. (10)
Q2. Design a cantilever beam to carry a superimposed U.D.L. of 6KN/m over a span of 2m.
Apply check for shear only. (10)
UNIT-II
Q3. Design a one-way slab of 3m span to carry a live load of 2.5KN/m
2
and dead load of
finishings lKN/m
2
. Apply check for deflection only. (10)
Q4. Design a two-way slab for a 3.5m ? 5m room to carry a live load of 2KN/m
2
and dead
load of finishings 1KN/m
2
. Apply check for deflection only. (10)
UNIT-III
Q5. Design a dog-legged stair for a residential building. The floor height is 3.3m. Use various
codal provisions for design. (10)
UNIT-IV
Q6. Design a short circular R.C.C. column to carry an axial load of 1000KN. (10)
Q7. A column has an effective length of 5m. The axial load is 800KN. Design a safe square
column for the given load. (10)
2 | M-45025 (S17)-2069

UNIT-V
Q8. Design a square foundation for a square column of 350mm X 350mm. The axial load on
column is 900KN. The safe bearing capacity of soil is 120KN/m
2
. Apply usual checks. (10)
Q9. Design a rectangular foundation for a rectangular column of 350mm ? 500mm. The axial
load on column is 900KN. The safe bearing capacity of soil is 150KN/m
2
. Apply usual
checks. (10)















NOTE : Disclosure of Identity by writing Mobile No. or Making of passing request on any
page of Answer Sheet will lead to UMC against the Student.
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