Hi sir, still have confusion in finding compression/tension.. plz explain it sir...How do you identify its resolved away /towards the joint? What's about the resolving of inclined forces in horizontal direction?
Notice, if you remove those zero force member, the unsupported length of the compression member will increase i.e. it will buckle under a lighter load. To resist this you need a higher section which will cost your pocket. So, keep it. They are useful.
Amazing, thank you!
Thank you so much, i have been struggling with this for days. Very clear explenation, thanks.
Glad it helped!
thank you Tonmoy, this has helped my inderstanding deepen without doing heaps of maths......I can work it out visually. Brilliant video...thanks
You're very welcome!
I really enjoyed this kind of teaching its very smart and logical
Glad you like it
Very useful, Good TQ. Perhaps you can also include other common trusses
Definitely I'll try.
Excellent enlightening video
Thank you so much
Praiseworthy
Hi sir, still have confusion in finding compression/tension.. plz explain it sir...How do you identify its resolved away /towards the joint? What's about the resolving of inclined forces in horizontal direction?
Ok
Thank you Tonmoy!
are beams considered tension member or compression member?
it's depend on the direction of applied force.
@@TonmoyMaity so they're basically a flexural member?
Great Video
Then what is the use of zero force member? Can we avoid it in truss?
Notice, if you remove those zero force member, the unsupported length of the compression member will increase i.e. it will buckle under a lighter load. To resist this you need a higher section which will cost your pocket. So, keep it. They are useful.
@@TonmoyMaity so can I understand that it gives stiffness or in other words battening function/service to the compression member?
@@sanketadhikari9857 Exactly.
may i add ... zero force means zero net force
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