Cornice
Coping
Frieze
Lintel
C. Frieze
Soffit
Intrados
Haunch
Back
Less
More
Equal
Equal or more
Rafters
Purlins
Battens
Struts
Ashlar arch
Rubble arch
Gauged arch
Axed arch
Ground level and springing line
Crown and springing line
Crown and ground level
Intrados and extrados
1 cm per metre length
2 cm per metre length
4 cm per metre length
5 cm per metre length
Upper flange of top tier
Lower beam of lower tier
Ends of external beams
None to these
Water logged soils
Soft rocks
Compact soils
Multi-storeyed buildings
25 to 50 mm
30 to 125 mm
50 to 100 mm
75 to 125 mm
The operation theatre unit to be detached as it requires sterilized zone but near the ward for the patients and doctor
The mortuary should be detached from the main circulation with a post-mortem room
Casualty unit should be provided a separate entrance
All the above
Is used to transfer heavy structural loads from steel columns to a soil having low bearing capacity
Is light and economical
Does not require deep cutting as the required base area with required pressure intensity is obtained at a shallow depth
All the above
du
1.25 du
1.5 du
1.75 du
Sedimentary rock
Metamorphic rock
Igneous rock
None of the above
Granite
Chalk
Slate
Sand stone
Bearing pile
Friction pile
Sheet pile
Battered pile
10 m
15 m
20 m
40 m
25°
30°
40°
50°
D.P.C. should be continuous
D.P.C. should be of good impervious material
D.P.C. may be horizontal or vertical
All the above
Is not suitable for deposits containing very coarse gravel
Hinders the ground water observations and permeability test
Is not economical for holes of less than 10 cm
All the above
Combined footing
Raft footing
Pier footing
Strap footing
55 cm
70 cm
85 cm
100 cm
Flemish bond
English bond
Stretcher bond
Header bond
The first coat of stucco plaster is called scratch coat
The second coat of stucco plaster is called brown coat
The third coat of stucco plaster is called white coat
All the above
Gable roof
Hip roof
Gambrel roof
Mansard roof
25 mm
25 to 40 mm
40 to 65 mm
65 to 100 mm
The roof slabs of multi-storeyed buildings are constructed monolithically to carry the various floor loads
The beams of multi-storeyed buildings rest on girders and are the main load transferring members to the columns
The slab is spanned across the secondary beams provided between the main beams
All of these
Very hard soil
Cemented soil
Vary soft soil
All the above
Laying bricks as stretchers in cement mortar
Laying bricks as headers in cement mortar
Reinforcing brick wall with iron straps
Constructing brick work within a wooden framework
Round steps
Angular steps
Winders
Radial steps
20 tonnes/m2
40 tonnes/m2
50 tonnes/m2
60 tonnes/m2