sir, in the second problem please explain how to calculate VERTICAL Reaction Force at A and E.
@ashishpurohit91384 жыл бұрын
Hi, Please mention the time instance
@jaguarg37614 жыл бұрын
@@ashishpurohit9138 Time 24.20
@ashishpurohit91384 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.
@jaguarg37614 жыл бұрын
@@ashishpurohit9138 Thank you very much Sir.
@فهدالعجميي-ر3ل5 жыл бұрын
Thank you
@undefined.infinity31063 жыл бұрын
at Joint E, both vertical forces are in +ve direction. FBEsin60 +FECsin60=0 then how FEC comes with +ve
@ashishpurohit91383 жыл бұрын
Hi thanks for your previous comment. Here I will check and confirm, can you specify time instance.
@undefined.infinity31063 жыл бұрын
@@ashishpurohit9138 sure, it was 13:30 when we calculate the Fy Forces at Joint E
@lingeswwarannedunsezian16974 жыл бұрын
Sir how will take distance for load in reaction moment calculation
@thecheeryhaven12184 жыл бұрын
Cheers👌🏿
@theredrock36633 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?
@theredrock36633 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