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NICE EXPLAINATION....!!!!I am Ur Favourite Students !!!!Love Ur Explaination.....!!!!
Well explained❤
Thank you 🙂
for udl BMD why's the highest value on the left side and lowest value on the right side? why's it not reverse?
Sir if only udl will acts at free end for propped cantilever beam how to solve it sir reply the problem is needed for us
Sfd diagram??
Once, you have bending moment, you can easily draw sfd.
How to find the distance of point of contraflexure any formula
First, write the equation for bending moment at any section X-X at a distance of x from A or B. Then equate it to zero to find the value of x. The value of x is the distance of the point of contraflexre.
How can we find reaction at fixed end using moment area method??
Once you have found out the reaction at prop, you can easily find the reactions at the fixed ends by using equilibrium equations.
Wrong formula for area of parabola and its centroid.
The formula is correct. Do not confuse it with other parabolas which we get in simply supported beam with the uniformly distributed load.
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Subscribe to my channel for more solved problems!
NICE EXPLAINATION....!!!!
I am Ur Favourite Students !!!!
Love Ur Explaination.....!!!!
Well explained❤
Thank you 🙂
for udl BMD why's the highest value on the left side and lowest value on the right side? why's it not reverse?
Sir if only udl will acts at free end for propped cantilever beam how to solve it sir reply the problem is needed for us
Sfd diagram??
Once, you have bending moment, you can easily draw sfd.
How to find the distance of point of contraflexure any formula
First, write the equation for bending moment at any section X-X at a distance of x from A or B. Then equate it to zero to find the value of x. The value of x is the distance of the point of contraflexre.
How can we find reaction at fixed end using moment area method??
Once you have found out the reaction at prop, you can easily find the reactions at the fixed ends by using equilibrium equations.
Wrong formula for area of parabola and its centroid.
The formula is correct. Do not confuse it with other parabolas which we get in simply supported beam with the uniformly distributed load.