Peaks builders & contractors
Region: KE
Sunday 01 June 2025 05:36:06 GMT
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abdiwali1474 :
Short answer: Buckling due to slender column with inadequate lateral support and confinement. Poor stirrup spacing, weak concrete, and long unsupported column height contributed to instability and failure.
2025-06-01 13:03:18
1014
257 Contractors 🏡 :
Buckling is when a structural element (like a column or beam) bends or twists out of shape under too much pressure — not because it breaks, but because it can no longer stay straight. It usually happens when: The element is slender and tall It’s carrying a heavy load from above There’s not enough support along its length
2025-07-04 09:18:39
33
Eng.BroCharlie08 :
This structure was constructed by an architect 😂😎
2025-06-22 16:52:25
198
InfinateImpressions :
architect
2025-06-28 06:44:59
1
bonny wa tilez :
concrete ratio is weak
2025-08-08 05:31:25
8
Romas :
overload
2025-06-27 16:49:12
1
Yoha :
punching shear failure due to vertical load because of poor column design
2025-07-13 17:43:48
7
samwhere :
Poor structural design and workmanship also. At the support the spacing of lateral ties should be closer while in midspan is farther. Also they should made the lateral a 135 degress hook not 90 degrees and the last one is they should made the mix of concrete reach the required psi to be able to hold the load.
2025-07-03 13:19:46
5
Getfromeng.ssdug :
all your comments are right but one thing we need to know as a structure engineer, all types of loads are calculated and designed to be carried by short or long columns. I believe the error must be from the structural engineer my engineers who posted their comments. thanks
2025-06-11 13:30:04
9
goalazz :
column too small for the size slab.
2025-06-12 12:53:18
7
ALTMISE CLIFF :
this is buckling which is caused by overload of the structural member in this case a column
2025-07-17 08:57:43
6
Toohey :
Truck parked on top of
2025-06-03 12:15:45
6
FEDNAND 25666 :
the major problem was weak reinforcements according to the load it was carrying leading to that
2025-06-17 19:52:40
5
Zian Labs :
Failure is primarily due to poor column detailing—specifically lack of adequate transverse reinforcement and short-column effects. This causes buckling of longitudinal rebars and shear failure near the column-slab joint, especially under lateral or axial load.
2025-07-21 23:01:15
5
Kelvin Atr :
under designing
2025-07-25 12:33:23
5
❁♡aion◆Kɞnd❣❁💜 :
as the top structure is load bearing, but being supported by a weak column 1st....choice of steel diameter 2nd....inadequate materials poor propotion 3rd...the column is very long hence tension on the joints meeting with the slab is very weak causing a rise in compression of the column there's a lot going😂😂😂honestly as an engineer am very frustrated😫
2025-08-19 07:21:15
5
Balozi :
Hapo mtu wa rangi atanyorosha
2025-07-07 17:28:48
14
𝙈𝘼𝙎𝙏𝙊𝙉 💥💥🔵 :
Few supports in a building
2025-08-13 17:07:19
1
usernato :
no ciment🤣🤣
2025-06-27 11:24:26
2
www256 :
dat destroy our work.
2025-07-29 08:04:42
2
sammi :
Corner cutting
2025-06-26 13:14:25
2
ドリーム :
concrete is better in compression,, reinforcement bars are better in tension,,so the grade of concrete was weak...
2025-07-05 18:47:23
1
Roid :
I'm guessing the concrete shouldn't resemble a grey lumpy toilet log and the reo cover looks slightly on the small side lol
2025-08-01 19:04:27
1
user7137847794341 :
I'll answer like an Eng. Poor concrete/concreting procedures. ..leads to concrete cracks and spalling... leads to reduced (weak) section thickness.. leads to buckling😎
2025-07-27 14:41:12
2
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