@sisal.engineering: reinforcement in columns

Sisal engineering
Sisal engineering
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Region: GH
Friday 27 March 2026 23:17:46 GMT
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jamesanderson3120
nana kwaku :
so you where there and they did this type of kicker
2026-03-27 23:24:47
4
sunpiyon
SUNPIYON :
so are you saying if i have 3 feet extension pillar and i want to continue it with 15 feet pillar, i should cut some of the leaping rods so that the leaping won't correspond at the same height 😂😂😂😂
2026-04-29 21:37:17
0
engineer_kwesi
Engineer Kwesi 👨‍🏭 :
Engineers always identify mistakes but they don't fix it. You can identify the mistakes, tell the steel bender to do the right thing. But no, tomorrow you'll see them casting concrete 🤦‍♂️
2026-03-29 21:57:57
2
calisciab
CalisciaB :
You're absolutely right 💯.
2026-04-09 01:26:12
0
katowamusomesa1
omwene daala :
lapping depends on the design of the drawing most engineers just provide a maximum lapping of the rebars they don't care about alternation
2026-03-31 19:16:33
0
feisal411
feisal411 :
What happened to the base dimension and the ration 1:3 when casting footing columns
2026-04-24 05:21:43
0
j_jonathan00
jona :
I'm really learning a lot from you. good job
2026-03-28 05:43:23
4
georgekoranteng10
wofa :
good job
2026-04-03 05:58:01
0
ingvamboi
Ing. Sellu Lamin Vamboi :
I don’t think if you have ever design any structure.
2026-03-28 07:43:14
0
monies013
Monies🤑 :
Then let them change it erh😂
2026-04-03 21:08:28
0
geraldo6860
geraldo :
go to learn it and come applying it not on book
2026-05-20 21:10:21
0
patrickegyin2
BUILT-EXPERTS CO LTD :
Great information bro We will keep on educating. Humanity before money.
2026-03-30 08:23:21
0
noelkk_
noelkk_ :
My question is that’s the height of the rebar’s after they done done casting the slab,in this case they’re have no option than to lap around the support , but in this scenario what can they do if they don’t want to lap close to the support!
2026-03-28 08:19:23
1
user3721486353718
Adebisi Sunday :
sorry to say this what's the colum size coz what am seeing is too
2026-04-06 16:02:38
0
gigi.boy5
🌹Gigi boy🌹 :
🤣🤣🤣 are u serious
2026-03-28 07:16:59
0
sylvester.slyiq
GreenEnergySpecialist-P/SB/BD :
nice informative point out
2026-03-29 14:12:12
0
user66673434856313
Kwarteng :
ok
2026-05-08 05:28:47
0
owendutch7
Owen Dutch :
This makes perfect sense Thanks for the education 👍
2026-04-15 07:34:01
0
alasb4k
alasb4k :
well explained
2026-03-28 09:50:22
0
kito17817
N.S APEX CONSTRUCTION :
my mentor
2026-03-28 08:43:46
0
kelvinadu33
jackhammer :
that particular hook no reach 135° who is the QA\QC on that site?
2026-05-02 12:27:58
0
vannably4
Khalid Budu :
about alternating the hooks, steel benders don't take note but it's important. it prevents torsion
2026-06-18 21:35:28
0
alasb4k
alasb4k :
This guy understand engineering period!
2026-03-28 09:53:27
0
agbayizabelievergmail.co
agbayizabeliever :
perfect one ✅
2026-03-29 05:41:46
0
sirjohntvgh
sirjohn :
if you are a mason and you have this engineer in your site you are in big trouble
2026-03-29 17:30:13
0
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