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  • Users: cprr0107
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  1. cprr0107

    T/C Limit("Compression limit=0" still carry compression)

    I have modeled a interconnected steel towers with vertical and horizontal x-bracings. I have defined these x-bracings with a compression limit=0 using the "T/C limit" feature by SAP2000 My design analysis shows that these vertical and horizontal oriented braces were "still" designed for...
  2. cprr0107

    Partial Fixity Spring Constant

    how can i calculate the Partial Fixity Spring Constant req. in assigning to sap2000 for providing partial fixity for members? thanks a lot....
  3. cprr0107

    check&design of nonprismatic concrete column in sap2000

    Dear all, Can SAP2000 perform check and design of nonprismatic concrete columns? i have performed it for steel columns but i just cannot perform the modeling correctly for concrete columns. thanks in advance!! cprr0107
  4. cprr0107

    difference on analysis occured in V14 and V8

    V14 vs. V8 1.) I modeled a simple howe truss in SAP V.14 and compared it with SAP V.8. i only have released the moments(M2&M3) for the diagonal and vertical members of the truss, having my top and bottom cord with no moment releases. SAP v. 8 analysis results does not show any WARNINGS. but...
  5. cprr0107

    How does SAP2000 calculates (I/L) in nonprismatic columns

    How does SAP2000 calculates (I/L) in nonprismatic columns for the calculation of the effective length k factors. You may see Chap. 2 p.13 design algorithms of SAP2000. thanks..!!
  6. cprr0107

    Does SAP 2000 analyze and design warping?

    Does SAP 2000 analyze and design warping? How can I display output considering warping in steel sections? please help.. thanks in advance!!
  7. cprr0107

    Structural Systems

    Good day! I am modeling a 4.4mx4.4m steel braced frame tower like structure, 25m high, with operable machine floor at top. I have modeled The columns and horizontal members(beams) to be fixed at the joints(no releases). And with hinge supports. SAP2000 automatically assign effective length...

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