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  1. Sam1993

    SE Exam New format April 2024

    SE PASS RATES RELEASED JAN 2025
  2. Sam1993

    SE Exam New format April 2024

    Hello Mike, How was the new format comparing to the old one?please tell us your experience
  3. Sam1993

    SE Exam New format April 2024

    HDSTRUCRURAL, that is what I thought maybe in July plausibly_civil, Zero WOW,If you can share with us any experience you saw or web links, It will be a great helpful
  4. Sam1993

    SE Exam New format April 2024

    No I haven't take it yet, But I didn't hear any experience other than the listed above if it is one week why passing rates is not updated on their website? last results date is Jan 2024
  5. Sam1993

    SE Exam New format April 2024

    thank you all for your responses any more experiences? and usually how long does it take for the results to be revealed?
  6. Sam1993

    PT SLAB ON GROUND - post tension

    Thank you for your response, One last question, I found a solved example on ACI CODE Design of Slabs-on-Ground 360R-06 Does it match with the PTI DC10.1-08 EQUATIONS?
  7. Sam1993

    PT SLAB ON GROUND - post tension

    Thank you for your response, I will be grateful if you guide me to a specific book OR document with solved example.
  8. Sam1993

    PT SLAB ON GROUND - post tension

    Hello, I am designing a PT slab on soil per the geotech recommendation It is new for me, I want to ask about how to model Post tensioning slab on ground? which software is preferred including inserting soil parameters like EDGE MOISTURE VARIATION DISTANCE Em? I found many videos but they are...
  9. Sam1993

    SE Exam New format April 2024

    Hi guys, Anyone here sit for the SE exam with the new format? please tell us about your experience, it will be helpful for SE takers Thank you
  10. Sam1993

    Minimum Embedment below Finished Grade

    Hello All, In geotechnical reports when they recommend shallow foundation and they say Minimum Embedment below Finished Grade for example 18 inch means what? 1-the distance between finished grade and face of the shallow foundation? or 2-the distance between finished grade and bottom of the...
  11. Sam1993

    Cold Joint

    if they are intending to make concrete pours for the foundation slab into multiple phases due to huge area, is it better to use construction joint with dowels between the phase?
  12. Sam1993

    Cold Joint

    Hello All: we have about multiple concrete pours for a big area of slab foundation. How to provide a detail of Cold Joint? Are there any Typical details to show how Cold joints is done in a foundation slab and How to connect between the slabs Thank You
  13. Sam1993

    Converting abutment in bridge to pier for future purposes

    Hello All: I am designing a one span 90 ft bridge and width is 40 ft with prestressed concrete girders But I should take in consideration while designing the abutment that this bridge will expand in the future to be 270 ft (3 spans, each one = 90ft) Another two spans will be added in the...
  14. Sam1993

    Pe civil-strucral exam and SE exam

    Hello All: for the PE exam, Regarding the concrete part, Are the structural topics of the Pe civil-strucral same as the SE exam? Concrete part: 1. General Requirements 2. Strength Design Principles 3. Strength Design of Reinforced Concrete Beams 4. Serviceability Requirements for Beams . 5...
  15. Sam1993

    Coping Loads

    thank you all It worked out One more question Is there any problem if nodes duplicated?
  16. Sam1993

    Coping Loads

    For the Risa 3D I copy The Floor With the loads and nodes but the program copy only the elements with no loads
  17. Sam1993

    Coping Loads

    Hello All, How can I Copy Area loads from First to second floors? I tried copy- Global but it just copy elements Thank you
  18. Sam1993

    analysis a wood rafter with an opening due to mechanical duct

    Hello All: Is it possible to analysis a wood rafter with an opening due to mechanical duct in RISA 3D and apply the loads and study the stresses around it picture are attached for reference and opening marked in red Thank you
  19. Sam1993

    Two Columns On one pile cap

    We are designing two building and we have two close columns in between so we are going to design these two columns on one pile cap with one pile (2columns are 200 kips and 100 kips, clay soil, end bearing 4000 psi, skin friction ignored, Pile Diameter shaft is 3.3ft,bell is 10ft) we can not...
  20. Sam1993

    Drilled belled shaft piles

    In Designing Drilled belled shaft piles What are the factors that bell diameter to shaft ratio based on? Or the enlargement angel and what are the recommendation?

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