Wind Power (Step By Step Procedure):- A Case Study

Image
      WIND DATA (STEP BY STEP PROCEDURE):- Image Source-Ritesh Raj Stone Column Image Source-Ritesh Raj Plum Concrete (Where required) PCC (M-15 Grade) Bottom Flange Erection (With level as per drawing) Reinforcement (12 mm to 32 mm as per drawing) RCC (M-45 Grade and M-60 Grade) In the M-60 Grade-GGBS also used (JSW Brand) Image Source-Ritesh Raj Used Curing Compound (Concure AB Clear) Top Flange Erection Bitumen Paint applied on all pedestal area Backfilling with layer wise compaction Grouting in top flange (With M-90 Grade BB-90, Brand-Fosroc) Total Flange Nos.=02  Total Bolts=80*2=160 Nos. Image Source-Ritesh Raj Used Admixture- (1.) ACC HP 6517 (2.) ACC HVF 7905(Corrosion) Image Source-Ritesh Raj 10 mm and 20 mm aggregate sources:- Anjar, Nakatrana Water Source-Khavda Sand Source-Mudhan, Kunariya, Ratariya GSB Sourvce-Raytariya, Anjar Required TDS of Water=Below 2000 Required PH of water=6.5 to 8.5 GGBS=Ground Granulated Blast Furnace Slag IDT=Inverter Duty Tran...

Compressive Strength of Brick

Compressive Strength of Brick

Brick Masonary (Image Source: (Pexels.com)


IS Code -1077: 1992

Minimum Strength=3.5 N/mm2

Important Points:-

(i) 3 mm thick plywood is used.

(ii) Select 5 nos. of brick.

Also Read: Fineness Cement of Cement

Brick Masonary (Image Source: (Pexels.com)

Test Procedure:-

(i) Kept 5 nos. of brick in water tub for 24 hours, maintain a temperature between 250c to 290c              (i.e. 27+-20c).

(ii) Take out all bricks after 24 hours.

(iii) Kept all bricks stand up vertically at room temperature for drain out the surplus moisture.

(iv) Now, prepare mortar at ratio 1:3.

(v) Using screen coarse sand of grade 3 mm.

(vi) This mortar is used to fill the frog of brick.

(vii) The same manner will be filled all the five bricks. This is done to bricks make in a uniform section.

Also Read: Methodology for trenchless piping by jack pushing method

(viii) Keep the specimen under damp jute bag for 24 hours. 

(ix) After that we will immerse the specimen in clean water for 3 days.

(x) Mark all the specimen i.e. 1,2,3, 4 and 5.

(xi) Take measure length and width of each specimen. 

Brick Masonary (Image Source: (Pexels.com)

Example:-

Sl. No.

Length (cm)

Width (cm)

1

22.05

11.05

2

23.00

11.00

3

23.00

11.00

4

22.05

11.00

5

22.04

11.01

Also Read: Initial Setting Time of Cement


(xii) Place a 3 mm thickness plywood, on the base of machine and also kept another 3 mm thickness plywood on the top of the brick.

(xiii) Flash mark should be in front of and the mortar face will be upward.

Compressive Strength=Maximum load at failure (in N)/Area of specimen (in mm2)

(xiv) Observation Sheet-

Sl. No.

Actual Size of Brick (in cm*cm)

Compressive Load (T)

Compressive Strength        (N/mm2)

1

22.05*10.05

27.00

12.00

2

23.00*11.00

26.50

10.47

3

23.00*11.00

25.00

9.00

4

22.05*11.00

26.00

10.70

5

22.04*11.01

27.00

11.12


Now, Average Compressive Strength=10.65 N/mm2

Always remember:-

For case 1.:-

Area of brick=220.5*100.5 mm2=22160.25 mm2

Compressive Load= 27 Ton=270 N (Because 1 Ton=10 Newton approx)

Now, 270/22160.25=0.012, for make it constant we multiply 1000.
 
Then,0.012*1000=12 N/mm2



 Has this page been helpful to you? If yes, please mention in the comment box.




      Thanks for visiting this site.


Written By-
Ritesh Raj

Email Id-rajritesh.motiharirr@gmail.com


Comments

Popular posts from this blog

Wind Power (Step By Step Procedure):- A Case Study

Important Points SOP (Standard Operating Procedure) During the Inspection of RCC NP4 Pipes

"Sewer Network Analysis"