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Match the CAD commands in Group - | with their functions in Group - ||,
Group -॥ Group - Il

P. LAYISO 1. blends selected object to destination layer
Q. LAYMCH 2. freezes layer of selected object
R. LAYMRG 3. hides or locks layers other than those of selected objects
S. LAYLCK 4. assigns selected object to destination layer
5. locks object of destination layer
A) P-2,Q-4,R-1,S-5 8) P-3,Q-2,R-1,S-5
C) P-4,Q-2,R-3,S-5 D) All of these

ArchiCAD, Auto Desk Revit, Digital Project Designer (CATIA) and Vector Works Architect
are examples of

A) Statistical Analysis Software B) GIS software

C) BIM software D) Image processing software

In CMYK colour model, ‘K’ represents the colour
A) White B) Black C) Blue D) Green

Acantilever of length ‘I’ carries a point load ‘W’ at the free end. The bending moment diagram
will bea

A) Parabola with maximum ordinate at the centre of the beam

B) Parabola with maximum ordinate at the cantilever end

C) Triangle with maximum ordinate at the free end

D) Triangle with maximum ordinate at the cantilever end

The optimistic, most-likely and pessimistic time for developing a new product are 11 months,
15 months and 19 months respectively. Calculate the expected time in months.

A) 15 B) 16 C) 14 D) 13
Associate the structural systems in Group - | with the buildings in Group — II.
Group -॥ Group - Il

P. Folded plates 1. Stonehenge

Q. Shell 2. Kurilpa Bridge, Brisbane

R. Post and lintel 3. Eden Project, Cornwall

S. Pneumatic 4. Riverside Museum, Galsgow
5. MIT Auditorium, Boston

A) P-4,Q-5,R-1,S-3 8) P-3,Q-4,R-1,S-2

©) P-2,Q-3,R-1,S-4 0) P-2,Q-3,R-1,S-5

In Critical Path Method (CPM) for time scheduling, ‘forward pass calculation’ is carried out
for determining

A) Late start and early finish time B) Late start and late finish time

C) Early start and late finish time D) Early start and early finish time

Match the building configuration characteristics in Group — | with their seismic consequences
in Group - Il.
Group -1 Group - Il

P. Re-entrant comer 1. Soft storey
Q. Floating column 2. Stress concentration at corner
R. Stiffness irregularity 3. Load path discontinuity
S. Gap between adjacent buildings 4. Vertical asymmetry
5. Pounding
A) P-3,Q-1,R-2,S-4 8) P-2,Q-3,R-1,S-5
©) P-4,Q-3,R-2,S-5 0) P-3,Q-5,R-2,S-1

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