Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations SSS148 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: republic08
  • Content: Threads
  • Order by date
  1. republic08

    Higher compressive strengths than required

    Hi Guys, I have a concern regarding excessive compressive strength of concrete for flat slab structure. We have designed one concrete structure (2 storeys) and we are getting concrete test results of almost 65MPA (9427psi) against 35MPa (5000psi) as specified per drawings for slabs. My...
  2. republic08

    Eccentric in plane load on L shape weld

    Hi Guys, I need to check capacity of a "L" shape weld with an application of in plane eccentric load (Assuming an outrigger angle welded (L-Shape) to column with a vert load at end). Can some help with a manual calculation for this case. I have tables from code, but no hand calcs to support...
  3. republic08

    Building under water table

    We are designing a 2- level parking structure with 10 storey structure above, which is close to a lake. Water table above raft is causing a net uplift of about 60kPa. Infact water table has to drop down below U/S of raft for construction of raft, but it can effect the lake. What would be the...
  4. republic08

    Vibration control parameter conversion

    Hi Guys, As per attchement, we have certain vibration control paramters which need to be checked and number correspond to unit given in "Nu m /sec" (correct me if it is no Nu). What is the relationship between Hertz to "Nu. m/sec". We normally check frequency for Hertz. Appreciate for your help.

Part and Inventory Search