Skip to main content

Brick's in 1 cubic Feet.

9 Inch Wall

Size of Brick 
= 9" x 4.5" x 3" 
Size of Brick with Mortar 
= 9.08" x 4.58" x 3.08" 

Volume of Brick with Mortar 

= L x B x H
= 9.08" x 4.58" x 3.08" 
= 128 cubic inch

Volume of  1 cubic inch 

= 1' x 1' x 1'                 
= 12" x 12" x 12" 
= 1728" cubic inch

No of Brick's in 1 cubic inch

= Volume of 1 cubic inch / Volume of 1 Brick
= 1728/128 = 13.5 Bricks 

No's of Brick's in 1 cubic inch = 13.5 Brick's

Calculating cubic feet from inches
  1. Multiply your length, width and height figures together, giving you a total in cubic inches (in3)
  2. Divide the total by 1728 (as there are 1728 cubic inches in a cubic foot).

A 1 brick wall which was sometimes called a 9 inch wall: A one brick thick brick wall. A 1½ brick wall which was sometimes called a 14 inch wall: A one and half brick thick brick wall.
Brick's in 1 cubic Feet.













9 इंच की दीवार
ईंट का आकार
= 9 "x 4.5" x 3 "
मोर्टार के साथ ईंट का आकार
= 9.08 "x 4.58" x 3.08 "
मोर्टार के साथ ईंट की मात्रा
= एल एक्स बी एक्स एच
= 9.08 "x 4.58" x 3.08 "
= 128 घन इंच
1 घन इंच की मात्रा
= 1 'x 1' x 1 '
= 12 "x 12" x 12 "
= 1728 "घन इंच
1 घन इंच में ईंटों की संख्या नहीं
= 1 घन इंच की मात्रा / 1 ईंट की मात्रा
= 1728/128 = 13.5 ईंटें
1 घन इंच = 13.5 ईंटों में ब्रिक का नहीं
इंच से घन फीट की गणना
अपनी लंबाई, चौड़ाई और ऊँचाई के आंकड़े को एक साथ गुणा करें, जिससे आपको कुल घन इंच (in3) मिलेगा
कुल 1728 से विभाजित करें (क्योंकि 1728 क्यूबिक इंच क्यूबिक फुट में हैं)।

1 ईंट की दीवार जिसे कभी-कभी 9 इंच की दीवार कहा जाता था: एक ईंट की मोटी ईंट की दीवार। 1 A ईंट की दीवार जिसे कभी-कभी 14 इंच की दीवार कहा जाता था: एक डेढ़ ईंट की मोटी दीवार।

Comments

Popular posts from this blog

The loads Acting on staircase.

Distribution of  Loads  and its Effect on  Staircase Stair  slabs are usually designed to resist gravity  loads , comprising of dead  loads  and live  loads  as described below:  1) Dead  Load : The components of the dead  load  to be considered are: a) Self-weight of  stair  slab (tread/tread-riser slab/waist slab) b) Self-weight of ... LIVE LOADS:- IS 875 parts II specifies the load to be considered as UDL of intensity 5KN/m2 for public  buildings and 3kN/m2 for residential building where the specified floor do not exceed 2kN/m2 and the staircases are should not liable for overcrowding. DEAD LOADS:- Self-weight of stair slab which includes the waist slab, tread-rise,etc. Self-weight of finishes (0.5 to 1 kN/m?) Types of stairs                                                ...

Construction Stages

                                                                            Construction Stages 1.       Excavation a.       9” brick work=3’X3’ (assumed at 3’-0” level we will get hard soil) b.       4.5” brick work=2’-6”X2’-6” c.       Columns= as per structural drawing, should be atleast 4’-6” down 2.       Termite treatment a.       Bayer’s premises b.       Biflex TC 3.       P.C.C. or Red Brick Ballast (4”-5” thick), stone aggregate is recommended 4.       Brick Work a.       9” wall= 27”,22.5”,18”,13” then plinth beam 9” thick then 9” brick work b....

How many Cement Bags Required for 200 Sq.ft Concrete Slab.

C ement Bags Required for 200 Sq.ft Concrete Slab. Concrete Slab area = 200 Sq.ft Assume Depth of Slab = 200 mm                                                = 0.2 m                                                                             = 0.65 ft.  Volume of Slab = 200 X 0.65 = 130 cu.ft  Cement content (as per IS) Min. Cement Content = 320 kg/cu.m  Max. Cement Content = 450 kg/cu.m 1 cu.m = 35.3 cu.ft  128 cu.ft = 130/35.3 = 3.682 cu.m  : Taking 400 kg/cu.m as Cement Content Casually Taken  Total Cement Content  = 400 X 3.682 = 1472.8 kg.  1 Bag Cement Wt. is 50 kg 1472.8 / 50 = 29.456 Bags   Ap...