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Question 1: a) b) c) What is the mode of failure or damage of the beams in the figure above? Are the damages repairable? Elaborate ANS: 1(a) Observations from image: 1.The Failure has happen at beam column joint. 2.The crack happened at the bottom of the beam. 3.The concrete crushed and the…
prem kiran dibbagalla
updated on 06 Dec 2022
Question 1:
a) b)
c)
What is the mode of failure or damage of the beams in the figure above? Are the damages repairable? Elaborate
ANS:
1(a)
Observations from image:
1.The Failure has happen at beam column joint.
2.The crack happened at the bottom of the beam.
3.The concrete crushed and the reinforcement is exposed.
4.Concrete spalled beyond the reinforcement which may be a sign of rupture.
5.Beam top portion looks safe because of the flange advantage from slab.
6.The crack develops from bottom to top means rebar yielding occurs in support bottom only.
Answer:
1.Its form of Flexural failure due to reversal of stress during earthquake.
2.During stress reversal, Support top experiences Compression and Bottom experiences tension.
3.Top compression is managed by Slab advantage. Bottom tension was not satisfied by the provided reinforcement.
4.Since the reinforcement got yielded, it can not be repaired.
1 b)
observations:
Answer:
1.c
Observations:
Answer:
Question 2:
a) b)
c)
Answer:
2.(b)
Observations:
1.Concrete developed complete breakage diagonally.
2.Longitudinal reinforcements are intact.
3.Shear reinforcement spacing looks wider (which means probably lesser shear rebar provided)
Answer:
1.It's a Pure Shear failure.
2.Inadequate shear reinforcement compels concrete takes all the shear stresses.
2.(c)
Observations:
1.Column failed completely.
2.Failure at top of column.
3.There are two slabs connected to the column, Probably one at mid height of the column.
4.The wooden piles might be a Post failure support after column failed, providing temporary prop to avoid collapse of the entire structure.
Answer:
1.It's a Short Column failure.
2.An additional slab or a Beam connected to a Column in mid-height leads to this effect.
3.This leads to failure especially if the connection is unintentional and not accounted in design.
4.The failure given in the picture is not at all repairable.
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