Recent content by Valmiki

Dear Sir, As in the fourm you're the active person and on regular bases you are guiding many of us by clearing our practicle queries. So just becoming more greedy can't we have webbinar series till the lock down time.. We can Ensure quantity time in the fourm Thanks and Regards Raghavendra Mob...

Following basic test at site Check the Dimension ,corners of shutter, Surface should be uniform Gentle Knocking should produce even sound need to check for void. Clean surface of shutter with wet cloth to check varnish quality. The door shutters shall be subjected to the following tests, in the...

Dear All, Can levels of lift machine rooms be at different level for common lift shaft of passenger and Service. As we want only one extra stop at terrace floor for passenger lift. Pls find hand sketch for better understanding my query.

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Hi All, During post concrete observation for G.F column 2 Nos size 1100mm x 300mm ,partial i can say tip of stirrup 3 Nos got exposed. Pls suggest better way of rectification, with IS code supporting document if any?

Sir Thanks for information

What will be frequency on various test on CC blocks reference IS code any ?

The joggal for column reinforcement is not recommend since the reinforcement are bend u can inserting lap length adjacent to the bend up bar. Use Hillti RE 500 for anchoring the bars. Thanks and Regards

Hi, Better to go with SCC

Thanku

Hi, Very important information can any one share the methodology for reinforcement coupling preparation and need cost for each Bar threading as we don't have space for lathe setup at site considering my site condition is small so i have to out source for reinforcement threading

Hi, Area of each MS slab panel is 0.9x0.6=0.54 Sqm Slab area = 4000Sft=373Sqm = 374/0.54= 691Nos of MS slab panels Acrospan =691/5=138 Nos Total Props for 4000 Sft slab = 138x 2.5 =345 Nos Hope this information best of my knowledge all the Best Reddy Sir.

Hi, If i consider 15mm thick plaster covering 10sqm of area then the calculation of material for 1:5 Cement =1No Sand= 0.15 Cum Water= 12 litters

Hi, Please avoid Re dosage of admixture at site during pour, once the Admixture added during batching with all correction including mostiure in raw material the only way to increase are decrease the dosage is depending on weather of the day during batching.