Sudhrạo lekhaleṭar

Sudhrạo hisạb

Sudhrạo lekhaleṭar 1

Reinforcement reak̕ jo̠to̠ o̠jo̠k̕, ona reak̕ jo̠to̠ o̠jo̠k̕, mit̕ meter ar mit̕ reinforcement rod reak̕ o̠jo̠k̕ hisạb me.
Baḍaeok̕kan ḍạr ar ḍhertet̕ reak̕ asol ạidạri.

Sudhrạo lekhaleṭar 2

Reinforcement reak̕ jo̠to̠ ḍhertet̕, ona reak̕ ḍhertet̕ ar reinforcement reak̕ ḍhertet̕, mit̕ meter ar mit̕ rod reak̕ jạruṛtet̕ hisạb me.
Baḍaeok̕kan diameter ar ạḍi jạruṛok̕kan jạruṛok̕kan jạruṛok̕kan jạruṛok̕kan jạruṛok̕kan jạruṛok̕kan.

Hisab do̠ mit̕ kubik miṭar sṭil reaḱ 7850 kilogram reaḱ ạḍi jạruṛ menaḱa.

Oṛaḱ benao lạgit́ ạḍi jạruṛaḱ hisạb

Oṛaḱ benao okte ạḍi jạruṛ gea je ạḍi jạruṛ gea je ạḍi jạruṛ gea ạḍi jạruṛ gea ạḍi jạruṛ gea ạḍi jạruṛ gea ạḍi jạruṛ gea ạḍi jạruṛ gea ạḍi jạruṛ gea. Aleak program do ape ko nowa kami re goro emapeya. Reinforcement calculator beohar kate mit̕ṭen rod reak̕ jạruṛ ar ḍhertet̕ baḍae katet̕ jạruṛakan reinforcement reak̕ jo̠to̠ o̠j, se̠ rod reak̕ jạruṛakan ḍhertet̕ ar ona reak̕ ḍhertet̕ baḍae daṛeak̕a. Noa data do̠ usạra ar alga tege ạḍi jạruṛan kạmi purạu lạgit́ ạḍi jạruṛan kạmi lạgit́ ạḍi jạruṛan kạmi lạgit́ ạḍi jạruṛan kạmi kạmi reaḱ hisạb lạgit́ ạḍi jạruṛa.

Judi judạ judạ ḍạrko lạgit́ ạḍi jạruṛaḱ kạmi reaḱ hisạb

Reinforcement hisạb lạgit́ oṛaḱ reaḱ ḍạr reaḱ ḍạr hõ baḍae jạruṛa. Nonde do̠ bar common option menak̕a. Noa ko do̠ slab ar strip reaḱ pạhil ḍạr kana.

Slab reaḱ pạhil lạgit́ ạḍi jạruṛa

Slab foundation do̠ o̠nḍe beohar hoyoḱ kana okaṭaḱ do̠ ạḍi jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa. Noa reaḱ ḍạr do̠ ạḍi jạruṛa. Ona do̠ bar belt re̠ benao̠ḱ kana, ona re̠ mit́ṭe̠n ḍạr re̠ bar ḍạr rod menak̕a oka do̠ mit̕ ḍạr re̠ ḍạr ḍạr ḍạr ḍạr ḍạr ḍạr ḍạr ḍạr ḍạr ḍạr ḍạr ḍạr ḍạr ḍạr ḍạr ḍạr ḍạr ḍạr ḍạr ḍạr.
Dela mit̕ṭen slab lạgit̕ ạḍi jạruṛok̕ hisạb reak̕ bikọlp babod bicạr huyuk̕a okaṭak̕ reak̕ aṛaṅ 5 miṭar. Reinforce bar do̠ mit́ khon eṭaḱ 20 cm jạsti jạsti ḍher ḍher ḍahar re lagaoḱ kana. Onate mit̕ sec̕ 25 rod reak̕ jạruṛ hoyok̕a. Rod do̠ slab reaḱ ḍạrkore baṅ lagaoḱa, metak̕me 23 do̠ tahena.
Nit do̠ rod reaḱ gạḍi baḍae kate̠t́ ona reaḱ ḍhertet́ do̠ lekha hoe daṛeaḱa. Nonde do̠ hudisok̕ kana je, ạḍi jạruṛok̕ khan 20 cm hạbić ạḍi jạruṛok̕a, metak̕me slab reak̕ jạruṛok̕ lekate mit̕ṭen rod reak̕ jạruṛok̕ do̠ 460 cm hoyok̕a. Transvers layer, sạri ge slab do̠ sạri gea, ona do̠ mit́ lekage hoyoḱa. Abo do̠ banar chord joṛao lạgit́ cet́ lekan reinforcement jạruṛa ona hõ lekha jạruṛa.
Delabon hudis ma je, belt talare 23 cm jạruṛa. Noa re onko talare mit́ṭen jumper do 25 cm jạruṛa, cedak̕ je arhõ bar centimeter do̠ ạḍi jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa jạruṛa. Aboak̕ kạmi re nonkan 23 goṭen jumper do̠ mit̕ ḍạr re hoyok̕a, cedak̕ je ona do̠ ạḍi jạruṛok̕ khan ạḍi jạruṛok̕ khan ạḍi jạruṛok̕ khan ạḍi jạruṛok̕ khan ạḍi jạruṛok̕ khan ạḍi jạruṛok̕ khan ạḍi jạruṛok̕. Noa data tahen khan abo do̠ program beohar kate hisạb bon e̠ho̠p̕ daṛeak̕a.

Strip pạhil lạgit̕ ạḍi jạruṛa

Strip foundation do̠ o̠nḍe beohar hoyoḱ kana okaṭaḱ do̠ ạḍi sạbit baṅ tahen kan ḍạrkore ạḍi jạruṛaḱ oṛaḱ benaoḱa. Noa ḍạr do̠ ḍạr se̠ ḍạr ḍạr reaḱ ribbon kana oka do̠ ḍạr reaḱ goṭa ḍạr ar maraṅ bhar ạgu reaḱ ḍạr latar re pasnao akana. Noa lekan ḍạr reak̕ ḍạr hõ 2 belt re benaoḱ kana, menkhan strip ḍạr reak̕ ạḍi jạruṛte ạḍi kom ḍạr do̠ beohar hoyok̕ kana, ar, onate, ona do̠ ạḍi kom kharch hoyok̕a.
Reinforcement lagao reak̕ niạm do̠ ạḍi tho̠ṛa ge slab ḍạr lạgit̕ lekage. Eken rod do̠ 30-40 cm khon laharege mucạt̕ hoyok̕a. Ar mit̕ṭen jumper do̠ 2-4 cm khon hõ bạṛti jạruṛa oka rod re̠ ona do̠ jạruṛa. Vertical lintel koak̕ hisạb do̠ ona ạn lekate ge hoyok̕ kana oka do̠ slab ḍạr lạgit̕ jạruṛakan ḍhertet̕ hisạb kate hoyok̕ kana.
Note: Pạhil ar dosar banar kạmi re ạḍi kom 2-5 pạrsi reaḱ marjin te ạḍi jạruṛa.