Can I read KVMRT2 Joint Design Calculations on EtoBox?

KVMRT2 Joint Design Calculations by Alexander S is a document available to read on EtoBox.

What is KVMRT2 Joint Design Calculations about?

The document describes calculations for the connection between a ring wall and floor slab for 3 different cases. Case 1 has a maximum moment of 15.5 kNm/m and maximum shear of 66 kN/m. The provided reinforcement is sufficient to resist these loads. Case 2 has a maximum moment of 7.5 kNm/m and maximum shear of 41.5 kN/m. The provided reinforcement is sufficient to resist these loads. Case 3 provides limited information, stating only the slab thickness. No loads or calculations are shown. Reinforcement

Author

Alexander S

Language

EN