📌#WRD_CEA

Date - 31/12/2023

Shift - 1

🔴 Technical..

🟣1. M25 shear stree  : 3.1
🟣2. Dam sum length 10 m , width 20 m , water upto 8 m
🟣3. Colm 100 b^2 /D
🟣4. Hinge at ends :- 1 L
🟣5. Prestress gallof uddal system
🟣6. Truss purlin
🟣7. Single nose brick
🟣8. Aregelicious mineral rock
🟣9. Class 2 brick :- 7
🟣10. Dummy statement : logical purpose ( both ri8)
🟣11. 50 bag cement  volm :-1.7
🟣12. Unnatural source of air pollution
🟣13. Sewage system : act. Sludge,  trickling filter
🟣14. Grit chamber use for
🟣15. Thin bituminous surface
🟣16. Depth 300 width 450 .. section modulus
🟣17. Maximum shear stress of rectangular section :- 7.5
🟣18. Duty delta sum : approx 98
🟣19. Shrinkage factor prestress 0.002 / log (t+2)
🟣20. Horizontal palne roated about vertical axis
🟣21. Theodolite centering
🟣22. Bernullis assumption
🟣23. Sub critical no. Less than 1
🟣24. Point of contraflexure
🟣25. Merging event

➗➗➗➗➗➗➗➗➗
📱 Join our whatsapp Channel to get more updates 👇

📱 https://whatsapp.com/channel/0029VaA4p5u7j6g5uFHMi32t