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Found 15 results

  1. hi engineers , May i know why we have to rely on meshing to govern our programe results and hence the design , if result is going to be affected by meshing how colud we get the accurate result for safe design ??? and to what limit can we depend on meshing ?
  2. Engineering design of buildings has many aspects need to be tackled, two mentioned above are core engineering designs, both share responsibilities and require strong collaboration for a practical design, i have not observed a good level of collaboration between the two till now at any project.I coul...
  3. Hi, I have a project in India, a 2-storey concrete structure and I need an advice as Im about to switch from ACI 318-14 to IS 456(am i right?). Is there much difference between the two codes? Has anyone here already designed structures in India? Can you show me an example? Because it will be differe...
  4. Dear members:I was wondering if anyone has gone through this before.ETABS 15, 16 & 18 are all giving me somewhat logical analysis values but wildly false design. Like failure due to buckling for a 20X60 3.2 meters high column in a typical villa. Or requiring a 17000 mm^2 for a column with only 650 K...
  5. AoA, If somebody could refer me to any specific design guides tailored for PEB structures specifically would be of great help, thanks!
  6. Working on a steel structure, I used LRFD as well as ASD. The fact that some components of the structure fail in ASD while in LRFD they pass with nearly minimum stress ratios, has left me in an awe. Kindly put in your reviews to which methodology should be adopted and what might be the flaws in us...
  7. Assalamualaikum, Im designing a connection beam to column and in AISC 360 sec J10 there are some parameteres we got to check on the column, such as web sidesway buckling and web compression buckling. Ive been searching anywhere in the internet but didnt find any failure illustration of the...
  8. Assalamualaikum, im designing beam to column connection, i wanted to know what are some limit states on the beam and also on the column? and also i need a correction in my design, heres what i did : 1. designed the top and down flange groove weld to resist tension caused by Mu, Tu=Mu...
  9. I am designing a 10 storied industrial building . Architect used a slanted wall in the front elevation of the building for aesthetic reason. But for structural framing I need to model this shear wall in ETABS. Is is possible in ETABS or I have to use any other software?
  10. Assalamualaikum SE pakistan in general placement of rebar, i always see that the rebars set on the same spacing. These are 2 columns they have the same ratio of reinforcement, same dimentions, but the placement of rebar about 2 axis the A one has larger d than the B one and according to calcula...
  11. Assalamualaikum, im designing a steel beam. The nominal shear is already meets the requirement which is larger than the required shear force (Vi*Vn > Vu). But my senior engineer said that i have to design an additional stiffener to resist the force when it comes to erection later. How do i desi...
  12. Structural engineer required in a consultants in clifton DHA karachi (opposite Ocean Mall) Engineer must having a valid pec registration. - should have skills on RCC design of multistory building structures - should have skills on design softwares ETABs, SAFE etc.. send your resume...
  13. I have modeled a simple 6m long concrete circular column of 760mm diameter. I have applied a joint live load at the top of the column. Selecting ACI-318 as design code with frame type as sway special, I get the flexural and shear reinforcement. However, when I change the design code to AASHTO Concre...
  14. Help needed in this! Problem attached! STEEL STRUCTURES.docx
  15. Assalam O Alaikum Respected Members, Hope you all are doing good. Does anyone here know what is the procedure of bridge design. Or can anyone link me to any tutorial from where i can get guidance. I have a very basic understanding that too of the grillage design but want to know more about bridg...
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