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  • Users: STEVE LIU
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  1. STEVE LIU

    Problems related to flat-bottom tank appearance

    Hi everyone, I have a question. I’ve noticed that many flat-bottom tanks have black lines after being painted. I’m curious about how these occur. Are they caused by the welds (Welded joint )? If so, what is the reason?
  2. STEVE LIU

    expansion joint in concrete tunnel

    Hello I try to establish expansion joint in my sap model, it is a very long tunnel First I am not sure it is necessary to do it or not . second i should use gap or link many thanks for help...
  3. STEVE LIU

    The mesh size of CHAIN LINK Fence

    HI guys : I have a problem about purchase wrong size of fence. The mesh size should be 50 mm x 50 mm,but we purchase 60 mm x 60 mm. I just wonder what kinds of property influences by size of mesh. strength ? and have any calculation ? what reason for choice mesh size ? I need to check 60 mm...
  4. STEVE LIU

    about coupling nuts

    hello I have a question, because of i need M20 HEX a563 coupling nut to extend anchor. can i replace it with material it is coupling for pipe (FULL COUPLING, CL3000, FNPT, CS ASTM A105N GALV., ASME-B16.11 ).
  5. STEVE LIU

    Steel structure reinforcement and repair

    Hello Everyone : About steel structure, I often encounter some clash problems, and may need to cut off a part of flange of the beam or column etc.... I would like to ask have any book or paper devoted to this aspect about reinforcement or repair of steel structures. Many thanks
  6. STEVE LIU

    pit design question (civil)

    hi~~ U = 1.4(D + F)...............(1) U = 1.2(D + F + T)+1.6(L + H)+0.5(Lr或S或(2) U = 1.2D + 1.6(Lr或s或R)+(1.0L或0.8W)...(3) U = 1.2D + 1.6W + 1.0L + 0.5(Lr或S或R).........(4) U = 1.2D + 1.2F + 1.0E + 1.6H + 1.0L + 0.2S ............(5 ) U = 0.9D + 1.2F + 1.6W + 1.6H ......................(6) U = 0.9D...
  7. STEVE LIU

    Basic Question- about Load combination

    HI everyone.... i have a basic question confuse me long time. U=1.4(D+F)...............(1) U=1.2(D+F+T)+1.6(L+H)+0.5(Lr or S or R)....(2) U=1.2D+1.6(Lr or s or R)+(1.0L or 0.8 W)...(3) U=1.2D+1.6W+1.0L+0.5(Lr or S or R).........(4) U=1.2D+1.2F+1.0E+1.6H+1.0L+0.2S............(5)...

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