palleha ge hadanakota plan ekak tibbe na machan
ohe api haduwa.
passe uda hadanna one nisa plan eka anda pallehata ekka.
u adiddi waradi wela..
pantry eka athulata tamai tiyenne idame hade nisa ban.
eth palleha bathroom eke edge eka tiyenneth pantry eke edge ekatamai
eka eliyata panala na.
A nisa udath draw karala a widiyata.
Plan ekak nathuwa yata hadapu nisa amarui ban aluth design walata yanna..
ekai meka pack wela tiyenne.
eth mata one kohoma hari room eka loku karaganna.
mokada danata iwara karanna inne master bed room ekai
pantry ekai witharai
eka full complete hadanawa
passe tika tika ithuruwa hadanawa..
mata nam wadakuth na attach bathroom.
mey kellage wade nisa tamai case eka.
palnm ekata eliyen hadanna idak na.
idamama pack wela tiyenne
Patta post eka. Math slab eka danna kalin oka baluwa. Eth baya hithuna bun. Ekaparane hadanne.
Mata warga adi 1450 kata giya 8.9 laks wage. 5 inch slab eka, with 9x12 and 9x18 beams.
Ammo yako. Umba Salawa paththe army camp ekak langa da ge hadanne 9inch slab ekak danna? 4.5 k athi. 5 dammama hondatama hodai.
16 inch lanwa walin kanu 18 danna umbe idama thiyenne mada gohoruwakada? Anika 7 ft base danna? Engineer kenek consult kare nadda bun? Oya wiyadama Structural Ingekta dunna nam uge visit 30, 40 cover oya ganen.
16 Sanstha kambiyak 1280 neda? colomns 18*4*1280 = 92160
Bas kenek nam kiwwe umbawa andala supiriyatama.
Slab danne me dawas wala warga adiyata 140 wage 5 inch. 4.5 inch nam 120 wage.
Slab daddi mathaka athuwa Sanstha cement danna epa. Daddi SLS 107 thiyena cement ekak use karanna concrete walata.
Man Injek nowemi. Ge hadanna inja gen gaththa upades walin thamai me kiyanne.
Gauge of the steel depends on several other factors. I had to use 16mm steel on my beams because of the lack of walls support to the slab. So, get a professional openion according to the design.
Can you tell me that are you referring a professionally qualified engineer?
I assume your SE is correct since you got 9" walls. I know a contractor who built his own house without a single column. He said it is not necessary to use any columns in his circumstances. So, I think you are fine with 12mm steel.
He is a charted eng. He told me several things waight,movement,settling and several things i dont exactly remember now.
I'm not sure!
Are you sure to even assume withaout facts? he has three story building. even you don't know the building has water tank too. Column spans ?... If three story bearing walls were designed, it should be marginal isn't it?
ok. fine. does he given a dwg or sketch? I mean how reinforcement to be laid or is he visiting your site regularly?
Mage structural design ekata anuwa 16 Tor Steel coloumn 4 k witharai awe. ithuru coloumn 14 k awe 12mm Tor Steel. Slab eke Beams walata 12 x 9 & 12 x 18 walata 16 mm kambi set una. Mata giya kambi ganan mehemai slab ekata.
16 mm - 35
12 mm - 86
10 mm - 315
Sand - 7 cube
Metal - 7.5 cube
Cement - 152 bags
Man hama ekakama ganan hilaw dala hadala thiyan inne. E nisa hariyatama giya ganan dannawa.
