A. 1.2 m

C. 0.7 m

D. 0.5 m

A. 7.0 N/mm2

C. 14.0 N/mm2

D. 3.5 N/mm2

B. sal

C. mahogany

D. deodar

A. silica

B. calcium oxide

D. water

B. pointed arch

C. segmental arch

D. flat arch

A. 1:06

B. 1:02

C. 1:04

A. it can not be polished

B. it is not a fire proof material

D. it has less crushing strength

B. Both A and R are true and R is not a correct explanation of A

C. A is true but R is false

D. A is false but R is true

A. 0

B. 45

D. 30

A. calcium carbonate

B. none of the above

D. calcium hydroxide

A. ordinary Portland cement

B. sulphate resisting cement

C. rapid hardening cement

A. work ability test

B. toughness test

D. hardness test

B. none of the above

C. alternate wet and dry conditions

D. complete submergence in water

A. 600 minutes

C. 10 minutes

D. 60 minutes

B. can be spilt in the plane of the panel

C. has good strength along the panel only

D. cannot be bent more easily than ordinary wood of same thickness

B. 50 MPa

C. 150 MPa

D. 200 MPa

A. zigzag bond

C. single flemish bond

D. English bond

A. 35%

B. 5%

C. 25%

A. none of the above

B. equal to the size of a fully burnt brick

C. smaller than the size of a fully burnt brick

A. 1 to 5 years

C. 5 to 10 years

D. less than one year

A. C02 and calcium

C. H2S and C02

D. Lime and H20

A. porous

C. soft

D. hard

A. basalt

C. syenite

D. granite

A. double flemish bond

C. zigzag bond

D. single flemish bond

B. mica

C. quartz

D. none of the above

A. 0.2 liter

B. 0.8 liter

D. 0.4 liter

A. mortise and tennon joint

B. mitred joint

D. butt joint

A. better resistance to freezing and thawing

B. lesser workability

C. less resistance to freezing and thawing The correct answer is:</strong></span>

A. one fourth the width of stairs

B. twice the width of stairs

C. half the width of stairs

A. stronger

C. none of the above

D. costly

B. 600 to 650 mm

C. 300 to 350 mm

D. 500 to 550 mm

A. two directions without break in the slope on each side

B. four directions without break in the slope on each side

C. two directions with break in the slope on each side

A. balustrades

B. balusters

C. railings

A. no limit

B. 15

C. 10

B. 2.5 m

C. 5.5 m

D. 3.5 m

A. the underside of a stair

B. outer projecting edge of a tread

D. a vertical member between two treads

A. 2.5 m

B. 5.5 m

D. 3.5 m

A. (2) and (3)

C. (1) and (4)

D. (2) and (4)

A. mansard roof

C. gable roof

D. hip roof

A. gable

B. hip

C. ridge

A. all of the above

B. plain regions

D. covering large areas

B. there is a horizontal tie at the feet of rafters only

C. there is no horizontal tie beam

D. there are two horizontal ties, one at the feet and other at the middle of the rafters

A. 40 mm

B. 65 mm

D. 100 mm

A. 75 and 30

B. 60 and 10

D. 90 and 0

A. to receive the ends of principal rafter

B. to support the frame work of the roof

C. to prevent the walls from spreading outward

A. all of the above

B. to support the common rafter

C. to support purlins

A. (2) and (3)

B. (3) and (4)

D. (1) and (2)

A. eaves board

B. hip rafter

C. valley rafter

A. isolated footing

B. well foundation

D. raft foundation

B. no limit

C. 2

D. 5