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  • Users: shakildor
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  1. shakildor

    Arch Bridge

    Hi Everybody, Normally a struture analysis books contains many chapters for analysis of beams, slabs and column of a frame. But i am looking for materials (web sites, notes, books etc) especially dedicated to analysis and design of arch structures (especially bridges) Can anybody help me...
  2. shakildor

    Arch bridge analysis

    Hello everybody, can anyone tell me about where to look for structural analysis of two hinged arch in deatil? Shakil
  3. shakildor

    ARCH ANLYSIS

    Hi everybody, Can anyone tell me where i cam find material for structural analysis of 2 hinged arch bridge Shakil
  4. shakildor

    CABLE Connecttion

    Hi everybody, Can anyone tell me how to model the joint of a cable stayed bridge at the top of the supporting tower where cable rests on a rolling saddle at the top of the tower. This joint should transfer only (not horizontal load and bending moment)the vertical load from cable to tower SHAKILDOR
  5. shakildor

    SOLID MODELLING in SAP2000 7.4

    Can anyone tell me about modelling solid in SAP 2000 7.4
  6. shakildor

    Solid Modelling

    Hi , can any one tell me how to model solids in SAP 7.4 version...not using importing SAP 90(modelling solid in SAP 90 is also cumbersome) Like shell and frame can be modelled from imported DXF format ...can solid also be imported from autocad DXF
  7. shakildor

    VB AutoCad

    Please tell me where to find the example with codes for drawing in AutoCad by writing codes in Visual Basic. (and off course free of cost and online!!!!)
  8. shakildor

    Generation of IMPACT FACTOR of Bridge Standard Loading

    Hi friends, I am working on generating a standard bridge loading for our country. I have established standard design vehicles by analysing the traffic axel load data of our country. Now I want to establish a relation for computing IMPACT FACTOR on bridges. So, can anybody help me by suggesting...
  9. shakildor

    STEEL SECTIONS

    Please help me...? How can i find that the steel sections sstated in Indian Standard Steel Table are really available in market or not...? Where should i contact to find the availability of ....lets say.... ISMB 350
  10. shakildor

    Creating AutoCAD DXF file by VB

    Hi !!!! Can anyone please tell me how to create AutoCAd compatible DXF files from Visual Basic (sorry ...it might be a many time discussed old problem) Shakildor
  11. shakildor

    ARRAY FUNCTION

    Dear Friends, Can any one tell me about a function which receives a dynamic array(multi dimensional) and returns also an array(multi dimensional) . I tries to use VARIANT but could not be successful. Dim Ans() as Double, InputArray() as Double Dim Ans()=ArrayFunct(InputArray()) Function...
  12. shakildor

    Coefficient of subgrade reaction

    Hi all, Can anyone tell me about the coefficient of subgrade reaction? Is it same as elasticity of soil? In either case is it possible to represent it by a spring support while modelling a structure in SAP or STAAD. If so, what is the normal value for common soil? shakildor
  13. shakildor

    UNIT OF JOINT MASSES in SAP 2000

    What is the unit of joint masses that are required to be given for a dynamic analysis. Is it different when the chosen unit is KN-M or N-M. If a joint rection is 100 KN and chosen unit is KN-M , what would be the value of that joint mass ?
  14. shakildor

    How to interprete the result of shell element

    I have modelled an elevated tank with shell elements. Now to do RCC design, we need BM and SF. But the results are in M11 , M22, M12 etc. Can anyone tell me how to interprete those results in terms of conventional BM and SF
  15. shakildor

    SPLINE SOURCE CODE IN VISUAL BASIC

    Can any one give source code in Visual Basic (please note strictly in VB) for drawing a spline with a number of points P(x,y)
  16. shakildor

    8 nodes 24 DOF brick element stiffness formulation

    Can anyone tell me where can i get step by step guide for formulation of K matrix of an 8-noded element with 3(along orthogonal axes direction) DoF in each node. The element material may be elastically different along three axes
  17. shakildor

    FEM Mpdelling of Slope

    Can any one suggest me the possibility of modelling a slope in FEM and analysis the possible failure (different from conventional method of analysing circular slip surface)

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