Debonding of Shear Friction Reinforcement
Debonding of Shear Friction Reinforcement
(OP)
Is it necessary to debond the shear friction reinforcement of the newly casting side of a construction joint of a tie beam???? Does is necessary to provide movement in the new cast??
thanks in advance
thanks in advance






RE: Debonding of Shear Friction Reinforcement
RE: Debonding of Shear Friction Reinforcement
RE: Debonding of Shear Friction Reinforcement
RE: Debonding of Shear Friction Reinforcement
RE: Debonding of Shear Friction Reinforcement
Check out Eng-Tips Forum's Policies here:
FAQ731-376: Eng-Tips.com Forum Policies