Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

  • Congratulations TugboatEng on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Recent content by SEDESIGNER12

  1. SEDESIGNER12

    SHEAR WALL DESIGN

    WOULD ANYBODY KNOW A CODE REFERENCE APPROACH FOR THE DESIGN OF CONCRETE SHEAR WALL IN THE WEAK DIRECTION OR OUT OF PLANE DIRECTION?
  2. SEDESIGNER12

    SLAB DEFLECTION

    CONCRETE SLAB AND IM LOOKING FOR A HAND CACCULATION TO CHECK COMPUTER OUTPUT.
  3. SEDESIGNER12

    SLAB DEFLECTION

    WOULD ANYBODY KNOW A APPROACH OR EXAMPLE OF HOW TO COMPUTE DIAPHRAGM DEFLECTION IN THE HORIZONTAL DIRECTION.
  4. SEDESIGNER12

    SHEAR WALL DESIGN

    United States anticipated finding something in ACI
  5. SEDESIGNER12

    SHEAR WALL DESIGN

    I am designing a shear wall and have question such as maximum reinforcement and maximum length. Anybody know if the codes address these two issues.

Part and Inventory Search

Back
Top