Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

Register Log in
  • Congratulations MintJulep 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: kags
  • Order by date
  1. kags

    Moment of Inertia for an "L" shape

    For L shaped sections, check the properties in the u-u axis and v-v axis also. These are very critical than the Ixx and Iyy.
  2. kags

    Stress Tables for Rectangular Plates

    you can refer to Reynolds handbook for the concrete design.There are few tables for calculating moments at variuos places due to concentrated loads.
  3. kags

    eccentric moments in trusses

    In a plane truss, if the members' Centroidal gravity line are not coinciding in one point at a node, there will be eccentricity of forces and hence moments developed. How to distribute this local moment in the global truss. Can anybody give some suggestion?
  4. kags

    Composite Steel Beam Design

    There are good books available for the design of composite beams. You can refer to steel designers manual.It is as per British standards. But the principles are same whether you follow ASCI or any other code. You can refer to the SCI ( Steel construction Institute -UK)for their publication Steel...
  5. kags

    ground vibrations

    Hi ever one, I am thankful to all of you for yor valuable informations. I referred to the relevant British standards and following through that procedures for monitoring the building.
  6. kags

    ground vibrations

    We like to assess some existing buildings for the effects of vibrations due to sheet pile driving. Is there any method, to measure the vibration near the building and check the design of the building like that of seismic loading.
  7. kags

    Phisical meaning of equivalent von misses stress

    I do accept this. Von Mises stresses are mulitplied with some safety factors and compared with yield strength of the material ( particularly for steel)
  8. kags

    Sheet Pile Wall Axial Loads

    You can refer to the Pile design manual by Corus.This is available in their website.
  9. kags

    skew bridge

    You can refer to the book "Bridge deck behaviour" by Hambly
  10. kags

    Torsional Moment in Reinf. Concrete Walls

    The value of Mxy is generally considered in to design by wood armer equations. You can refer to this.
  11. kags

    sheet piling

    We have to excavate about 12m below the ground level.The soil is sand. The water table is about 2m below the ground level. The client had purchased the sheet piles before the design was complete. As there are buildings and roads very close (approximately) 12m from the face of excavation,the...
  12. kags

    design of wall element to STAAD output

    This is a wall element which is subjected to vertical and lateral loads ( external). The STAAD output shows the Mx,My,MXY,Qx,Qy,Fx,Fy. I like to know how to design the element from this output. Thanks
  13. kags

    design of wall element to STAAD output

    can any body give reply ?
  14. kags

    design of wall element to STAAD output

    I am analysing an RCC shear core wall ( Lift shaft)for vertical and lateral loads by STAAD. I like to know how to design the element for axial load, Bending moments, shear force in both directions ?
  15. kags

    design of RCC wall element for the output of STAAD results

    I am analysing an RCC shear core wall ( Lift shaft)for vertical and lateral loads by STAAD. I like to know how to design the element for axial load, Bending moments, shear force in both directions ?
  16. kags

    foundation for temporary structure

    I have to support a load of 30 tons temporarily. I am using a pipe of 160mm outer diameter.This pipe has to be supported on the ground. The soil is loose sand. If I remove the top layer of soil and replace it with road base material to compact for a depth of atleast 2feet. Then by placing some...
  17. kags

    Expansion Bolts: Edge Distance Reduction for Shear

    HILTI catelog gives you the procedure to get the safe load on these anchors after allowing reduction factors for edge distance and spacing of anchors. If you are using some different anchor bolts then you have to contact the supplier for furnishing these details.
  18. kags

    damping devices

    I want to know the use of viscous damper and tuned mass damper. Please expalin the function and the difference in the application of the two.
  19. kags

    PE license procedure

    Is it possible to get PE license for overseas ( asian) structural Engineers ? If so, please tell me the procedure.
  20. kags

    flat slab analysis

    Thanks Rapt. Is there any good reference available in the net for the analysis and design of flat slabs?

Part and Inventory Search

Back
Top