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thank you, you made it simple
thanks man
thank u
i love you man!!
Jaja thanks!
What is the difference when we cut the beam before we reach 1.5 m in By? Pls
Question. When you used the method of sections, why did you calculate fy prime in this problem and not in the previous video with the 2 triangular distributed loads?
how about the body diagram? can you show me how to deal with that properly?
i meant body moment diagram of the rectangular under a triangular distribution force
How come sum of moments about hinge is not zero?
How to be you po? Huahuahuahaaa
Which book is this
Engineering Mechanics Statics and Dynamics (R.C. Hibbeler) 12th edition i think
Shouldn't itll be -Nc=0?
0- == 0 == +0
💖
thank you, you made it simple
thanks man
thank u
i love you man!!
Jaja thanks!
What is the difference when we cut the beam before we reach 1.5 m in By?
Pls
Question. When you used the method of sections, why did you calculate fy prime in this problem and not in the previous video with the 2 triangular distributed loads?
how about the body diagram? can you show me how to deal with that properly?
i meant body moment diagram of the rectangular under a triangular distribution force
How come sum of moments about hinge is not zero?
How to be you po? Huahuahuahaaa
Which book is this
Engineering Mechanics Statics and Dynamics (R.C. Hibbeler) 12th edition i think
Shouldn't itll be -Nc=0?
0- == 0 == +0
💖