Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations waross on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Recent content by shakeelahsan

  1. shakeelahsan

    Best Construction Engineerig Field

    How do you rank Construction Management for a Civil Engineer? Engr. Shakeel Ahsan Director Engineering CMEC Washington, DC
  2. shakeelahsan

    Structural Design of Egyptian Pyramids

    Dear All, I was wondering if anyone has done a research on the structural design of Egyptian Pyramids. I am interested in the design, looking forth to design a similar type of structure on modern lines. Your input is highly appreciated as always. Regards, Engr. Shakeel Ahsan Director...
  3. shakeelahsan

    Compressive Strength of Concrete Volumetric Base

    Dear All, What is the maximum cylindrical compressive strength that can be achieved, basing on volumetric mix of concrete as follows. 1. 1:2:4 2. 1:1.5:3 3. 1:4:8 I would seek your expert opinion on if it is possible to achieve 3000 Psi cylinder strength using OPC and mix ratio (1:2:4) and...
  4. shakeelahsan

    Impact Shock Waves (by Explosion) on Building Structures

    Some 500 Kg exploded in a vehicle. Dik, can I get your report? Engr. Shakeel Ahsan Director Engineering CMEC - Pakistan
  5. shakeelahsan

    Impact Shock Waves (by Explosion) on Building Structures

    Dear All, There was an explosion in Lahore this morning and we were called in to evaluate structural strength of one of our client's Building (RCC structure)amid the situation. The building was within 2 Km from explosion site and has observed minute cracks in architectural finishes, building...
  6. shakeelahsan

    Guide for Obtaining Cores and Interpreting Compressive Strength Result

    These are single storey structures, with no roof water/ heat proofing at all. During my inspection visit to site, it was revealed that the structures never had any roof drainage system, leaving the area exposed to rains and extensive sun light. Temperature in this area goes up to 50C and...
  7. shakeelahsan

    Guide for Obtaining Cores and Interpreting Compressive Strength Result

    Dear All, I have these results for Concrete Cores from laboratory now. I'd request comments from all of you. Sample L/d Correction Load Strength Corrected Strength No. Ratio Factor N (N/mm2) Strength (lb/in2) 1 1.25 0.94 139250...
  8. shakeelahsan

    Thickness of Floor Finishes in Hospital Buildings

    For hospital building under consideration, certain ducts have been provided to lead the conduits from one floor to other, however, from point to point, due to architectural planning, it is not possible to run a trench all across the building. Also, how effective can this thick floor finish be...
  9. shakeelahsan

    Flat Slab vs Conventional Beam Slab

    How helpful is stiffness at Column - Beam joints? Engr. Shakeel Ahsan Director Engineering CMEC - Pakistan
  10. shakeelahsan

    Guide for Obtaining Cores and Interpreting Compressive Strength Result

    What is the unit cost for Hydro blasting, Sand blasting and Dry Ice? You can give the unit cost for your area, I'd just like to interpret it for Pakistan.
  11. shakeelahsan

    Flat Slab vs Conventional Beam Slab

    Would that be a good idea to set different fc' for Columns and other structural members. We have set fc' for columns at 3750 Psi and for raft, retaining walls, shear walls, beams and slabs at 3000 Psi. How this helps increasing stiffness at joints?
  12. shakeelahsan

    Flat Slab vs Conventional Beam Slab

    Could you please give a description of how the structure responses better with a conventional frame system than a flat slab? Engr. Shakeel Ahsan Director Engineering CMEC - Pakistan
  13. shakeelahsan

    Guide for Obtaining Cores and Interpreting Compressive Strength Result

    Thickness of slab is 6" and clear cover to reinforcement steel is 0.75". Could you please explain how sandblasting to this slab would be done, the procedure I may recommend to my client, if approved? Engr. Shakeel Ahsan Director Engineering CMEC - Pakistan
  14. shakeelahsan

    Flat Slab vs Conventional Beam Slab

    Dear All, For a high seismic activity zone, what frame system for a multi storey RCC building should be proposed. Two options being; 1. Flat Slab supported directly on columns 2. Conventional Beam Slab supported on columns. Recommendations requested. Engr. Shakeel Ahsan Director...
  15. shakeelahsan

    Thickness of Floor Finishes in Hospital Buildings

    Here is the composition of floor finishing for this hospital. Porcelain/ Terrazzo Tile with mortar bed over 1.5" Thick Concrete (1:2:4) over 4 " Thick PCC (1:4:8) over RCC Slab My question is if it is right practice to recommend such a flooring, 4" thick PCC (1:4:8) is sometimes required to...

Part and Inventory Search