Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

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

Search results for query: *

  • Users: nsinma
  • Content: Threads
  • Order by date
  1. nsinma

    Heavy Timber Decking

    I'm looking for allowable unit shear values (for diaphragms)for 3" and 4" tongue & groove decking supported on beams spaced at 6' o.c. There is no plywood topping. Any references would be helpful. Thanks
  2. nsinma

    Heavy Timber Decking

    I'm looking for allowable unit shear values (for diaphragms)for 3" and 4" tongue & groove decking supported on beams spaced at 6' o.c. There is no plywood topping. Any references would be helpful. Thanks.
  3. nsinma

    Allowable Bending Stress in Plate

    AISC - ASD 9th Ed. allows a stress increase for weak-axis bending in plates of 25% (or .75 Fy, Eq. F2-1). Is there a similar increase in the AASHTO code? This is regarding bending in a base/bearing plate. Thanks.
  4. nsinma

    Allowable Bending Stress in Plate

    AISC - ASD 9th Ed. allows a stress increase for bending in plates of 25% (or .75 Fy, Eq. F2-1). Is there a similar increase in the AASHTO code?
  5. nsinma

    Steel Plate Bending Stress

    AISC - ASD 9th Ed. allows a stress increase for bending in plates of 25% (or .75 Fy, Eq. F2-1). Is there a similar increase in the AASHTO code?

Part and Inventory Search

Back
Top Bottom