DCS II (Design of Concrete Structures II)- Module 4 -Video 2 - Simply Supported Circular Slab Design

[@subinsubin9566]

Min :21 Ast calculate cheyyumbol ee ans alla kittunne Mu nte side il 85362 engane aa vannathu ennu parayamo

[@no37backbench33]

shear check cheyyumbo fos kond multiply cheyyathath entha?

[@ELearningwithJV]

Working stress methodil fos kond multiply cheyyarilla.

[@shijeenapsajeevan1795]

Effective span kaanan Rand condition ille..... Ath vech first effective span kandethit pinney over all depth chayyanath alle nallath

[@ELearningwithJV]

2 conditionil, oru condition ee depth vachittullath aanu. So, automatically 2 conditionum check cheyyendivarumallo.

[@shijeenapsajeevan1795]

@@ELearningwithJV ee Rand condition il lesser value alle edukunnath Anagne varumpol over all depth calculate chaithathil change varille

[@ELearningwithJV]

@@shijeenapsajeevan1795 Smaller value eduthaalum D safe ayitt kittum. Because, D provide cheyyunnath calculate cheyth kittunnathinekkal valiya value ayirikkum.

[@bemyself7700]

Miss page 39l simply supported slabinte effective Span/overall depth35 ahnalo value parayunath

[@ELearningwithJV]

40 eduthaal mathy. Circular slabnte caseil 40 consider cheythaal mathy.

[@bemyself7700]

@@ELearningwithJVokay mam shear force wr ayit ano chyandath? Wr/2 ayit ahn clgil padipichath

[@ELearningwithJV]

@@bemyself7700 Wr/2 use cheyth cheythaal mathy.

[@bemyself7700]

@@ELearningwithJV thankyou ma'am

[@ziaa8541]

Ma'am ithinte note upload cheyamo...

[@ELearningwithJV]

Notes are already uploaded.

[@ELearningwithJV]

drive.google.com/drive/folders/1mpJj7Lkg56MZwjvyjB_20-H2sXXf95ag?usp=sharing

[@maheshki9487]

2015 schemle

[@vavak8429]

Ma'am plz upload mod 5

[@ELearningwithJV]

Sure.