Answer / ritesh ranjan

standard size-19cmx9cmx9cm
nominal size-20cmx10cmx10cm
when mortar is used to bind brick of standard size then its
dimendion is equal to nominal size..

Answer / ashish

19cm*9cm*9cm (standard size)
20cm*10cm*10cm (nominal size)

Answer / shafeekh pattambi

1)Standard Brick size =19x9x9cm
2)Nominal Brick size including mortar thickness =20x10x10cm

But the fact is that the size of the brick available in
market is equal to 20x10x7.5cm

Answer / udaya s

Standard size of brick 19cm * 19cm * 9cm

Nominal size of brick 20cm * 10cm * 10cm (Nominal size is
includes thickness of mortar)

Answer / mannam anvesh

9.5inch*4.5inch*2.75inth(without mortar)
10inch*5inch*3inch(with mortar)

Answer / muhammad kashif

standard size 9 x 4-1/4 x 2-3/4 inch

normal size 9 x 4 x 2 inch

Answer / rishi sharma

standard size 19x9x9cm
nominal size 20x10x10cm

u r right mounika.

Answer / jay patel

is size 190 x 90 x 90
traditional 200 x 10 x10

Answer / r.sivaraj

9"*4.5"*3"

Answer / vishnu

standard brick size 19cmx9cmx9cm
isi brick size 20cmx10cmx10cm

what is th consuption of cement , sand in plastering for 15mm thick cm1:4,1:3

1 Answers  

1) a)to prepare mortar for bricklaying how much amount of water should be added for its maximum strength and workability(to avoid cracks which results, when high quantity of water is added)?is their a formula or ratio? b) suppose we want to make 1:3 mortar,what is the best way to measure cement ,sand and water and how? c)time before which freshly prepared mortar should be used? d)proper way to mix and make mortar? e)when should curing start after laying bricks and for how long?and also how many hours per day? f)what is shear wall (please in terms of layman lol) bookish definisions are confusing.... g) and last,acc to codes what are max no. of course that should be laid in a day.

0 Answers  

Design a cantilever slab to carry a live load of 2000 N/m2. The overhang of the slab is 1.20m. b) A slab over a room is 4.75m x 4.75m. The edges of the slab are simply supported and the corners are not held down. The live load an the slab is 300 Kg/m2. The slab has a bearing of 15cm. On the supporting walls. Design the slab as per Rankine - Grashoff theory. Assume weight of R.C.C. = 2400 Kg/m2.

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3 Answers   CICEF,

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37.18kg/qu.cm.Compressive Strength and 10.20% Water Absorption weight,Efflorescence-nil  this result use in construction work

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