Civil Engineering - Strength of Materials - Discussion
Discussion Forum : Strength of Materials - Section 3 (Q.No. 24)
24.
The bending moment at E for the structure shown in below figure, is
Discussion:
9 comments Page 1 of 1.
Abdul said:
1 decade ago
Line of action is passing through member.
SILAMBU said:
9 years ago
Can anyone explain the answer?
Ranjan patra said:
9 years ago
Line of action is passing through member. So distance is zero. So moment is zero.
Umesh said:
9 years ago
Please explain it briefly.
Rajanikant suthar said:
9 years ago
The line of action of Load is exactly upon the point E so the bending moment is zero.
James said:
4 years ago
A supported beam of span 8.250 meters is carrying a point load of 4KN at a distance 3metre from the left end and 3KN at a distance of 4meters from the right end.
Deepankar said:
4 years ago
Bending moment is Load * Perpendicular distance from the point of consideration.
Here the point of consideration is E and there is only one force, and the perpendicular distance between load and E is zero because if we extend the load it will pass through E or we can also say that the line of action of the load is passing through E so perpendicular distance is zero that's why moment at E is zero.
Here the point of consideration is E and there is only one force, and the perpendicular distance between load and E is zero because if we extend the load it will pass through E or we can also say that the line of action of the load is passing through E so perpendicular distance is zero that's why moment at E is zero.
(1)
Gurukiran said:
4 years ago
Bending moment at fixed end is always zero.
Inayat Ullah Kakar said:
9 months ago
Moment = load × perpendicular distance.
Here; perpendicular distance = 0.
Moment at E=0.
Here; perpendicular distance = 0.
Moment at E=0.
(2)
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