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Structural Engineering Forum Of Pakistan

Hira Malik

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Hira Malik last won the day on March 13

Hira Malik had the most liked content!

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About Hira Malik

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    Lieutenant

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    Female
  • Location
    Lahore
  • University
    NEDUET
  • Employer
    MM PAKISTAN

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  1. Hira Malik

    CULVERT

    Yes. And each wall will have soil pressure from outside and water pressure from inside.
  2. Hira Malik

    CULVERT

    Not sure about this. Both walls will act individually won't they? Yes the inward water and outward soil pressures on each one wall will cancel each other but not completely. Therefore, I am considering the Culvert as empty to maximize the outward soil pressure.
  3. Hira Malik

    CULVERT

    Yes its a culvert with long walls and slab on top. And so it cant be designed as a retaining wall. But due to longer length, main reinforcement will be that along the shorter span i.e. height (vertical reinforcement). I was thinking it should be designed using attached formula for for FEM when performing Moment Distribution, and W will be same as we do for triangular load. I was just confused if I need to use the walls coefficient method but I guess that's for walls with 2-way action which isn't the case here.
  4. Hira Malik

    CULVERT

    Those are for 2 way slabs types I guess ? My wall is 17m in span and 1.5m in height i.e. one way and main reinforcement will be along height... so it will be simply designed by taking soil lateral loads as (ka*unit weight*height) right?
  5. Hira Malik

    Beam spring Tunnel in ABAQUS! (SAP2000)

    She is already in contact with me :). But unfortunately I had to get involved on another project, leaving the tunnel design as it was. Still I have shared all the stuff I had with her. I was hoping we have a tunnel design expert here in the group. Really needed.
  6. Hira Malik

    CULVERT

    I am trying to do the design of culverts (single and multi cell) using moment distribution method. 1. Confused about how to calculate horizontal and vertical moments in the wall. Which one will govern? 2. ACI 350-01 says use minimum shrinkage reinforcement ratio as 0.003. Which seems to result in #4 bars @4"c/c which seems too much. 3. Can anyone give me the link to download ACI 350-06 ? 4. Any excel sheet or document using moment distribution for culvert design will really help.
  7. Hira Malik

    MOVING AND STATIC LOAD CASE IN SAP2000

    Yes that I have already done because I always work through load combinations but to my surprise, when I made such a combination, it didn't appear in the display frame forces dialogue box. Will try again. JazakAllah to both of you
  8. I am modeling a culvert in SAP2000. I am unable to define a load case in which I can include both static and moving loads together. Is there a way I can run the model and check results for traffic and other static loads together? Or they can only be checked one at a time?
  9. Hira Malik

    TUNNEL DESIGN ON SAP2000

    How? How can I select all circular members at once and apply variable intensity of any pressure? Such that its max at top and decreases towards the bottom.
  10. Hira Malik

    TUNNEL DESIGN ON SAP2000

    Check the attached model. Rock pressures are as attchaed in previous post. Other loads are as follows: Top and bottom external pressures (kn/m) 2303.5 and 2336.5 Top and bottom internal pressures (kn/m) 863.5 and 896.5 Grout pressure is also attached. No idea why is it only acting at top 120 degrees
  11. Hira Malik

    TUNNEL DESIGN ON SAP2000

    OK. So is this only for the lateral rock pressure or the other pressures such as internal and external water pressure, and grout pressures be also applied in the 2-2 direction? I will attach the model with the loading details. Kindly check it if you have some time.
  12. Hira Malik

    TUNNEL DESIGN ON SAP2000

    I have attached the screenshot of the loading and how I applied it on SAP. So what I did was simply select the top, left and right frame sections of the tunnel and applied the loading as 39.59 and 48.6 as uniformly distributed load. While applying loads I selected local axis 3. Is it right? Also it confuses me to select the frames for a specific load. Like on how many frame members shall I apply the top loading? And how can I be sure that the members below those will only be used for the lateral loading?
  13. Hira Malik

    TUNNEL DESIGN ON SAP2000

    Thanx alot for your explained answers. 2. I am designing the tunnel elements as 2D frame sections. So if I apply varying load by selecting one element that will only be for that same element. What I want is that I want to model the whole tunnel as one element somehow, such that when I give value of loading after each distance by selecting all elements, the load is automatically applied as more at bottom and decreases gradually towards the top. I just have 2 values of internal water pressure, 803 at top and 837 at bottom. Want to model them as varying load.
  14. Hira Malik

    TUNNEL DESIGN ON SAP2000

    SAP2000 is used to model tunnels all the time. How is that the soil or rock forces cant be applied in SAP2000?
  15. Hira Malik

    TUNNEL DESIGN ON SAP2000

    Ohk i got that. Thank you both. Ok i hAve a few more question on the topic, 1. The stiffness is calculated for radial and tangential SPRINGS in the attached pic. That's for circular tunnel. How to calculate stiffness if springs or links are assigned to non-circular sections likes rafts or mat foundations? Whats the formula for STIFFNESS? 2. I have attached another pic of loading. How can I apply varying load on a structure like this? Like load is more at bottom and less at top. To do this, all the members must act as one circle but when i try to join lines, nothing happens. 3. There is also horizontal rock load, and again i have no idea how to apply it on a circular section.
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