Mod-01 Lec-27 Design of Sheet Piles (Contd.)

[@unkind4ever]

the moment at the rod level is not equal to zero, as stated by you. You can clearly see that there is active pressure acting above the rod level, that exerts bending moment above rod level

[@mostafizurrahman6001]

Sir Thank You a lot. Could you please explain, how to solve if there is 2 or 3 nos. anchors are provided over the dredging level. I am eagerly waiting for your response.

[@Dream_Roll_Explore]

well explained sir...

[@the_right_path_14]

Moment at the tip of the pile is zero in 40:27

[@sayanbanerjee473]

sir, here the formula you have written for active pressure is may be wrong,it may be 'ka' in place of 'kp'.

[@VersatileAmigos]

nice

[@berhemgeo6826]

well...but for cohesive soil, how can you say the upper part is granular (cu=0), but you have aslo calculated tension due to (cu).. i mean (...-2cu)...?

[@shantnuraj26]

Exactly,derivation has been done for the clayey Soil.

[@OmarAhmed-nb4mv]

where is dead man design ?