Hey guys,
Guidance for deflection limits seems to be extremely scarce, even when considering the suggested deflection limits provided in AS1170-2020 Appendix C. Also, when comparing limits and load combinations adopted by manufactures, they seem to be contradictory even with things that you...
Does anyone have any decent summarised capacity tables for a standard steel post, concrete sleeper cantilever retaining wall.
I am comparing some the results I am getting using a design module on the clearcalcs software to some older (2018) span tables and for a retaining wall with specs 2m...
Hey guys what are the key considerations for designing a stair tread which is supported by a single hollow section central stringer.
-Do you design the tread as a cantilever that is fixed to the stringer?
-What loads, load combinations and deflection limits are to be considered?
-Is 2.7kn...
Can a flat plate beam be designed using as4100? If so, say if we have a 200mmx10mm plate bending about its major axis, what values for d1 (clear depth between flanges), tf (thickness of critical flange) & tw (thickness of web) would you adopt for use in table 5.6.3 (A) twist restraint factor?
