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!

Register Log in
  • Congratulations TugboatEng 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: teddyt11
  • Content: Threads
  • Order by date
  1. teddyt11

    Point Load on Angle

    Hello, Really basic question, I'm just new to engineering and wanted to see if this made sense. I have a 24" simply supported 3x3x1/4 angle flipped that one of the legs is taking a 500 lb point load at the center. I went through the equations and it seems fine, but just thinking about little...
  2. teddyt11

    Steel Plate Design

    Hello This is a pretty simple problem but just looking for some help. I am designing a steel plate for a walkway. The plate is to be 3/8" thick A36 steel. The span is 27.5 inches by 32 inches. I was wondering if someone could help me with finding the maximum deflection and then the load that...
  3. teddyt11

    Do Spreader frame effect CG

    Hello, Not sure if this is a stupid question but I've been staring at this for a while. I have a big cabinet with 6 hooks on top that are not evenly spaced. I am designing a spreader frame so that there will be cables going vertically to the frame and then from 4 positions on top to a lifting...
  4. teddyt11

    STAAD PRO UNITY CHECK

    Hello, I am new to Staad. I have just finished building a steel platform. I am trying to check the unity ratio but when I go to the unity check in post processing under beams I just see N/A. Does anyone know how to fix this? Thanks, Ted
  5. teddyt11

    Carbon Steel Pipe

    Hello, I am just trying to test a railing by the OSHA specifications. The railing is ASTM A53 grade A Sched 40 Carbon Steel. The railing is 6 feet long between posts and 42 inches high. The nominal weight is 2.72 lb/ft, yeild strength 30 ksi, tensile strength 48 ksi, and allowabale stress 22...
  6. teddyt11

    Carbon Steel Railing

    Hello, I am just trying to test a railing by the OSHA specifications. The railing is ASTM A53 grade A Sched 40 Carbon Steel. The railing is 6 feet long between posts and 42 inches high. The nominal weight is 2.72 lb/ft, yeild strength 30 ksi, tensile strength 48 ksi, and allowabale stress 22...

Part and Inventory Search

Back
Top