At the fixed joint between the beam and the column at A..there exist ...an internal joint moment..which was computed to maintsin static equilibrium..25 knm... This bending moment,to my mind has to be included and shown to form part of the bending moment diagram for both the column ( should be located at the top half of the column ) as well as at the start of the bending moment diagram fir the beam We can see that computing for the monent anywhere on the pirtion of the top half of the column ..will result to a constant monent of 25.....
@civilengineering9415 күн бұрын
Good analysis
@saqibraza266310 ай бұрын
I am very thanks ful to you❤❤❤❤❤❤❤
@civilengineering9410 ай бұрын
Most welcome
@JuliusKavuma9 ай бұрын
On taking the moment the 8 is supposed to be 32
@JoseDuarte-mb5hy Жыл бұрын
Very helpful, thanks!!
@civilengineering94 Жыл бұрын
Glad it was helpful!
@sondosal-humeiri314 Жыл бұрын
Thank you very much
@civilengineering94 Жыл бұрын
You are welcome
@swoyaman4969 Жыл бұрын
I have a question, I have a similar frame in my back yard but both the joints are fixed in place. How do I solve this frame?