L3.2 Trusses: Method of joint || Concept and examples || Engineering MECHANICS || FIRST YEAR course

  Рет қаралды 25,907

ASHISH PUROHIT

ASHISH PUROHIT

Күн бұрын

Пікірлер: 30
@r.h.baaluananth5897
@r.h.baaluananth5897 3 жыл бұрын
Very helpful and teaching level was awesome
@tttm3saraswathigogo228
@tttm3saraswathigogo228 2 жыл бұрын
Excellent teaching
@nimishmahajan7538
@nimishmahajan7538 3 жыл бұрын
16:50 Force de is 175/√3
@namangarg211
@namangarg211 5 жыл бұрын
Really helped, than you.
@kardernalo778
@kardernalo778 5 жыл бұрын
You did it sir
@krishnawakte696
@krishnawakte696 5 жыл бұрын
Sir excellent
@ashishpurohit9138
@ashishpurohit9138 5 жыл бұрын
Thank you
@jaguarg3761
@jaguarg3761 4 жыл бұрын
sir, in the second problem please explain how to calculate VERTICAL Reaction Force at A and E.
@ashishpurohit9138
@ashishpurohit9138 4 жыл бұрын
Hi, Please mention the time instance
@jaguarg3761
@jaguarg3761 4 жыл бұрын
@@ashishpurohit9138 Time 24.20
@ashishpurohit9138
@ashishpurohit9138 4 жыл бұрын
@@jaguarg3761 Vertical reaction at E will be zero as there is only on horizontal member connected. A_y will exist and can be calculated either by taking moment at E considering whole truss as single body (I did at 24.34) OR by considering equilibrium of joint A taking force AB, AD and two reactions.
@jaguarg3761
@jaguarg3761 4 жыл бұрын
@@ashishpurohit9138 Thank you very much Sir.
@فهدالعجميي-ر3ل
@فهدالعجميي-ر3ل 5 жыл бұрын
Thank you
@undefined.infinity3106
@undefined.infinity3106 3 жыл бұрын
at Joint E, both vertical forces are in +ve direction. FBEsin60 +FECsin60=0 then how FEC comes with +ve
@ashishpurohit9138
@ashishpurohit9138 3 жыл бұрын
Hi thanks for your previous comment. Here I will check and confirm, can you specify time instance.
@undefined.infinity3106
@undefined.infinity3106 3 жыл бұрын
@@ashishpurohit9138 sure, it was 13:30 when we calculate the Fy Forces at Joint E
@lingeswwarannedunsezian1697
@lingeswwarannedunsezian1697 4 жыл бұрын
Sir how will take distance for load in reaction moment calculation
@thecheeryhaven1218
@thecheeryhaven1218 4 жыл бұрын
Cheers👌🏿
@theredrock3663
@theredrock3663 3 жыл бұрын
But sir in the 1st diagram when we are calculating the joints then why the load provided upon "C " Is not taken into consideration?
@theredrock3663
@theredrock3663 3 жыл бұрын
I mean to say that the load provided upon "B" Is different and in "C" Is different, if we leave B and start calculating from C then the values we will get might be different
@ashishpurohit9138
@ashishpurohit9138 3 жыл бұрын
@@theredrock3663 reply you soon
@theredrock3663
@theredrock3663 3 жыл бұрын
@@ashishpurohit9138 I'll be waiting sir thank you
@Gg69696
@Gg69696 Жыл бұрын
bro are you still waiting ?? 😅@@theredrock3663
@noamanemouslih5782
@noamanemouslih5782 3 жыл бұрын
Thank youuuuuu
@omprakashdixit8244
@omprakashdixit8244 4 жыл бұрын
Where is your office love from thapar
@ashishpurohit9138
@ashishpurohit9138 4 жыл бұрын
9540680833 office in workshop
@omprakashdixit8244
@omprakashdixit8244 4 жыл бұрын
@@ashishpurohit9138 THANKS SIR
@فهدالعجميي-ر3ل
@فهدالعجميي-ر3ل 5 жыл бұрын
❤️❤️❤️❤️
@heatherkrixvitox9403
@heatherkrixvitox9403 3 жыл бұрын
Too much shortcut.
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