1 : 2
1 : 3
1 : 4
1 : 6
B. 1 : 3
Tangentially to annual rings, is known as tangential method
In four quarters such that each board cuts annual rings at angles not less than 45°, is known as quarter sawing method
Cut out of quarter logs, parallel to the medullary rays and perpendicular to annual rings, is known as radial sawing
All the above
Tri-calcium silicate
Di-calcium silicate
Tri-calcium aluminate
Tetra calcium alumino ferrite
Bessemer steel
Mild steel
Cast steel
Stainless steel
Soft
Hard
Light
Heavy
Sedimentary rocks
Igneous rocks
Metamorphic rocks
None of these
Bed joint
Wall joint
Cross joint
Bonded joint
Granite
Dolerite
Basalt
All the above
0.70 P
0.75 P
0.80 P
0.85 P
Aluminium oxide
Silica
Ferrous oxide
All of these
18% of chromium and 8% nickel
8% of chromium and 18% of nickel
12% of chromium and 36% of nickel
36% of chromium and 12% of nickel
Radius of its stem
Circumference of its stem
Number of branches
Number of annual rings
Intrusive igneous rock
Extrusive igneous rock
Sedimentary rock
Metamorphic rock
Tri-calcium silicate
Tri-calcium aluminate
Tetra-calcium alumino-ferrite
Di-calcium silicate
Cementation process
Crucible process
Bessemer process
Open hearth process
Only (i)
Both (i) and (ii)
Both (i) and (iii)
All (i), (ii) and (iii)
Sedimentary rock
Metamorphic rock
Igneous rock
Volcanic rock
Cellulose acetate plastics
Polyvinyl chloride plastics
Phenol formaldehyde plastic
Urea formaldehyde plastic
Granite
Dolerite
Basalt
All the above
Is a natural fibrous mineral substance
Is composed of hydrous silicates of calcium and magnesium (CaSiO3, 3MgSiO3)
Contains iron oxide and alumina
All the above
8% moisture content
10% moisture content
12% moisture content
14% moisture content
Steel
Stainless steel
High test plastic
Chromium plate
Carbon
Sulphur
Vanadium
Chromium
1 : 2
1 : 4
1 : 6
1 : 8
Petroleum
Spirit
Coal tar
Turpentine
Tri-calcium silicate
Di-calcium silicate
Tri-calcium aluminate
Tetra calcium alumino ferrite
Slump is 50 to 75 mm
Flexural strength at 90 days is 0.2 N/mm2
Compressive strength at 90 days is 1.5 N/mm2
All the above
For thin structures subjected to wetting and drying, the water cement ratio should be 0.45
For mass concrete structures subjected to wetting and drying, the water ratio should be 0.55
For thin structures which remain continuously under water, the watercement ratio by weight should be 0.55
All the above
Linseed oil
Water
Varnish
None of the above
Acid resisting material
Non-corrosive material
Corrosive material
Heating-resisting material
Sedimentary rocks
Igneous rocks
Metamorphic rocks
None of these