I'm not sure if this is directly relevant to the present discussion. A concrete grade is specified based on cube tests, and that cube test results are always greater than that of cylinders. In design, a factor of 0.67 is applied to cube test results and 0.85 to cylinder...
Almost all engineering softwares nowadays offer nonlinear inelastic solution capabilities of different natures. It depends on the purpose of your analysis, whether it is for design or stress-deformation related work. STAAD3, for instance, has the capability of solving a...
Probably you can use any of the plastic approach to design your slabs with cut-outs. <p>azmi ibrahim<br><a href=mailto:azmi@civil.engr.itm.edu.my>azmi@civil.engr.itm.edu.my</a><br><a href= > </a><br>I'm always keen to learn more to advance<br>
myself in areas that I'm interested in.
If a beam is to be subjected to a load of, say 20 kN, in a series of 5 cycles, is it sufficient to use a pseudo time-dependent load of the form below,<br><br><br> ¦<br> ¦ /\ /\<br> ¦...
I heard about this particular board recently from a friend of mine. How popular is it and how is it produced? <p>azmi ibrahim<br><a href=mailto:azmi@civil.engr.itm.edu.my>azmi@civil.engr.itm.edu.my</a><br><a href= > </a><br>I'm always keen to learn more to advance<br>
myself in areas...
How can I experiment with potential use of industrial/agricultural/post-consumer wastes in the production of cement-bonded particle/fibreboard in a university-laboratory-oriented environment for final year student projects? I know that in a semi-dry process of cement-based...
Could it be that the supporting joists that are<br>inadequately designed and that sagging took place<br>across the joists? <p>azmi ibrahim<br><a href=mailto:azmi@civil.engr.itm.edu.my>azmi@civil.engr.itm.edu.my</a><br><a href= > </a><br>I'm always keen to learn more to advance<br>
myself in...
