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  • Users: ALK2415
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  1. ALK2415

    Why Do Some People Believe They Have the Right to Dominate and Suppress Others ?

    I was shocked seeing the BIG BANNER "you don't have the privilege to post here ? your site is Great, just don't corrupted it with destructive ideas from British dinosaurs clubs
  2. ALK2415

    RC Building Reinforcement Detailing according to IBC, ACI, ASCE-7, Textbook recommendation ?

    Can you recommend a comprehensive textbook that provides detailed design examples, design case studies, and step-by-step guidelines on Seismic reinforcement detailing in accordance with IBC, ACI, and ASCE-7 standards for structural engineers?
  3. ALK2415

    Hasty and dangerous process of Curved Box Girder

    Kindly read the following conversation between two structural engineers and suggest a practical solution to the given problem: Friend (1) if you have spliced steel box girder (composite type with top concrete deck) with internal tendons (harped shape), when will be the time to pull the internal...
  4. ALK2415

    Code design of variable depth girder

    Dear Friends, if you have specific code (ACI, CAN, AS or EN)of design that cover the shear design reinforcement of variable depth beam thanks in advance for your help ...
  5. ALK2415

    Construction of corrugated steel water tank

    Dear Friends, looking for old practical textbooks that cover construction of "corrugated steel water tank" of large scale if possible.. any related mechanical textbook that deals with manufacturing aspects also welcomed
  6. ALK2415

    Rotated Column (90 degree) in Top Level

    Friend came to me asking for a structural solution for construction mistake, that some column were rotated (90 degrees) my suggestion was to similar to below drawings. Also we i searched for others solutions found similar techniques My question is there any other better solution Would like to...
  7. ALK2415

    Concealed Beam

    Dear Friends, This question came through friend, asking for information about ACI (if any) related to slab concealed (hidden) beam ? What's your professional opinion about its structural effectiveness ? Are they widely used or only when its last resort ?
  8. ALK2415

    Efficiency of Double skin Steel-Plate Shear-Wall Core for steel buildings

    1- From a construction perspective, what are the construction obstacles for double-skin composite walls (DSCWs) implemented as shear walls? (first picture) 2- Are they widely implemented in steel buildings? 3- Compared to ordinary RC shred-walls, are they much superior in terms of their...
  9. ALK2415

    Rebars Sever Corrosion Effects

    What's your opinions on following lack of QC/QA control of major highway bridge ? can you estimate actual reduction percentage of bearing capacity of these curved box girder ? Is there a reliable testing method that could investigate the propagated corrosions among rebars ? Can loading test...
  10. ALK2415

    My question is that accepted Temp S

    My question is that accepted Temp SHORING SYSTEM OF SUCH LARGE WEIGHT STRUCTURE ??? I even seen the 2nd leader of country tacking picture with this construction company ? Iam confused ! this should be steel TEMP SHORING SYSTEM ?
  11. ALK2415

    Vessel Design and Analysis

    hi, looking for reference that deals with following thread subject thanks for your kind support and assistance .. https://www.eng-tips.com/viewthread.cfm?qid=513560
  12. ALK2415

    Vessel Design and Analysis

    Hi, looking for textbook that deals with design of oil storage shell/vessel (similar to below picture) with special attention to wind and seismic loadings, Thanks in advance for your guidance and support. Note, any reference with FEM modeling of such kinds will be also helpful
  13. ALK2415

    [ Post Punching of flat slab ]

    I had some difficulties concerning the post-punching behavior of flat slab [reinforced with tensile and Integrity steel rebars] Different Solvers were used; Standard static and dynamic implicit type also. And most of times, solutions ends due to instabilities errors. Now I am trying different...
  14. ALK2415

    STRUCTURAL ENGINEERING JOB

    AS A STRUCTURAL ENGINEER, WHAT TO EXPECT WHILE WORKING FOR AN OVERSEAS OIL COMPANY?
  15. ALK2415

    Unified industrial buildings against earthquake [seismic] forces

    Dear Friends, Field observations along with the surface manifestations of the 7.7 and 7.6 Magnitude Earthquakes in Kahramanmaraş, Pazarcı. this incident give us a small picture of what will be happen in Oil refineries / chemical processing plants !!!! Is there a unified [like IBC]...
  16. ALK2415

    Shear Resisting of RC Beam under new slab

    Dear colleagues, I have an old building with deteriorating slab (corroded rebars), so we decide to remove all concrete slabs (panel by panel) from three story building (bearing brick-wall system) Renovation will be - demolition of existing slab - open holes [30x50 cm ] on bearing Brick-walls...
  17. ALK2415

    3D Concrete Printing

    Are you in favor of the "inevitable" 3D printing technology since earth resources will diminished sooner than we thought Any research on Cold/Hot climate construction applications ??? Note; check below some great engineers in this field (WASP & Birds)
  18. ALK2415

    LONG SPAN TRUSS ROOF

    Dear Friends, looking for basic truss configuration [geometry] that deals with long span [120FT / 36 Meters] with 30FT Hight [9 meters] its for closed stadium 1- any references with similar applications ? 2- Is Tubular Arch section [compared to I-sections ] less/more expensive for this type of...
  19. ALK2415

    Maximum depth/Span ratio of Cantilever steel beam

    Dear Colleagues What is the practical depth/Span ratio for a Cantilever beam ? thinking of overhang Plate girders set that cover 60' long [18.3 meters] and 20' wide [6 meters] thinking of 1/10 ? this is kind bizarre, but it a monument kind structure, made for main terminal express welcomed sign...
  20. ALK2415

    Technical Question - Water Tank slab thickness

    Dear Friends i have storage water tank structure [serve as building roof and storage tank] for concrete slab structure (span 16 meters) applied loading 20+22 KPa [kN/m2] 1- my assumed slab depth is L/18 ---> H=16e3/18 =900 mm (DL = 22 KPa) if i switch to prestressed slab 2- what will be the slab...

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