betam arif tt new enamesegnalen ....gn calvert sisera reinforcement design kezh yleyal ende
@duresaabe7092 Жыл бұрын
tank you
@kaleabyimenu3057 ай бұрын
You are right, but if you calculate the number of bars then, please change it to the number of 12m bars because 643 meter is easy if it is divided by 12///
@alemayehutaye65Ай бұрын
1 bar length is 12m, it should be over laped at the center beam
@abinetbezabih7012 Жыл бұрын
I like what you are doing keep it up! How about Distribution bar on negative bar?
@beniraseta77822 жыл бұрын
Enamesegenalen wendmachen
@debebegirma41673 ай бұрын
What about unit conversation. 9.2meter,c/c in cm.?can you solve
@FithEze3 ай бұрын
Arif new betam length sinwesid into in distance adele metekem yalebn biretu distribut emederegew b/n columons and beams slehone
@kalebwondifraw1857 Жыл бұрын
May you prepare us as how ribbed slab reincement , concrete and HCB shall be quantified ?
@befekadug.egziabher48856 ай бұрын
Thank you, but standsrd bar length is 12m our bar length is 13.7m so we need overlap you forget overlap how to calculat overlal?
@MastewalArega-q4o3 ай бұрын
ስለ ሪብድ ስላብ ብረት እዴት እደምናሰላ አሳየን
@gemechushumiye3515 Жыл бұрын
Berta
@AmareKefyalew Жыл бұрын
Interesting tutorial! I rhink, the distribution bars on top of negative bars are missing and it leads to wrong qty of steelbars. Pls correct me, if i am mistaken. Thanks
@BelaynehEshachew Жыл бұрын
what about wastage
@belaynehmesselie28445 ай бұрын
please differenciate main bar distribution bar ? ሠውን አታሠስት