Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations cowski 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: hamy08
  • Content: Threads
  • Order by date
  1. hamy08

    Filler electrode for repair welding of Tool steel S5 or 06

    I am going to buildup on tool steel s5/06 for repair purposes, i have limited option of using electrodes which includes E8018-B2L and E12018M. I have also E309 and inconel. From my point of view in order to have good tensile strength i should use E12018M or E8018-B2L (2nd preference). Please...
  2. hamy08

    electrod for welding cast iron to carbon?

    Please tell me the electrode for welding cast iron to carbon steel. If possible also share the reference
  3. hamy08

    PWHT Requirement for Fillet weld

    Anyone can tell me what is the PWHT requirement for fillet weld. I have to Fillet weld a plug with Leg size of 12 mmm.
  4. hamy08

    PWHT requirment as per code ASME Section VIII Div. 1

    Anyone can tell me what is the PWHT requirement for fillet weld. I have to Fillet weld a plug with Leg size of 12 mmm.
  5. hamy08

    welded flush type girts end support type?

    What are the end support types of flush type girts or purlins if they are welded to the columns. In my view it should be fixed type. Moment also act at the end in all three direction. Correct me if i am wrong?
  6. hamy08

    Purlin design: Failing under slenderness ratio

    I am analyzing shed design on staad pro. I have released moments at the start and end of roof purlins. But still purlins are failing under slenderness. May be because the force is acting at the ends and the purlins are behaving like columns. Which is also true in real case as the purlins are...
  7. hamy08

    Industrial shed design

    I am designing an industrial shed. Please see the attached picture. Can I enclose the shed all from the four sides up to the lowest purlin. I have analyzed this shed on staad.pro and its OK as per ASD design methodology under wind loads. I have heard that it is important to give gap in...

Part and Inventory Search