Civil Engineering - RCC Structures Design - Discussion
Discussion Forum : RCC Structures Design - Section 1 (Q.No. 8)
8.
A prestressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is
Discussion:
24 comments Page 2 of 3.
Umesh said:
7 years ago
Very nice explanation Thanks.
Anil kum said:
8 years ago
Good, Thanks @Piyush.
Lakhan bhavnani said:
8 years ago
Thanks @Piyush.
SaiKiran said:
8 years ago
L/3+L/6 is L/2.
Multiply reaction with L/2 and subtract moment due to load ( load(W)*distance from load to center(L/6)).
Multiply reaction with L/2 and subtract moment due to load ( load(W)*distance from load to center(L/6)).
SARAVANARAJA said:
8 years ago
Bending Moment at Center of the Beam = [W * (L/3 + L/6) ]-[W* (L/6) ]. How this come? Please tell me, I am not understanding.
Explain me briefly @Piyush Singh.
Explain me briefly @Piyush Singh.
Subhra said:
8 years ago
Thanks @Piyush.
Mriganka Roy said:
8 years ago
Thank you @Piyush.
Somnath gorain said:
8 years ago
Thanks @Piyush.
Manohar said:
8 years ago
Thanks @Piyush.
Rajesh said:
8 years ago
Thank u@piyush.
Done very cleverly....
Done very cleverly....
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