Mavzu: Metall konstruksiyalarni xisoblash asoslari


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Metall konstruksiyalarni xisoblash asoslari.

Yoyik (list) po‘latlar

18 KP

4-20

225 (23)

365 (37)

220 (2250)

355 (3600)

18 KP

21-40

215 (22)

365 (37)

210(2150)

355 (3600)

18 PS

4-16

235 (24)

370 (38)

230 (2350)

360 (3650)

18 SP

4-20

235 (24)

370 (38)

230 (2350)

360 (3650)

18GPS

4-20

235 (24)

370 (38)

230 (2350)

360 (3650)

18GPS

21-30

. 225 (23)

370 (38)

220 (2250)

360 (3650)

18GPS

31-50

235 (24)

390 (40)

230 (2350)

380 (3850)

VStZkp2-1

4-10

225 (23)

355 (36)

220 (2250)

345 (3500)

VStZkp2-1

11-20

215 (22)

345 (35)

210(2150)

335 (3400)

VStZkp2-1

21-30

215 (22)

345 (35)

210(2000)

335 (3400)

VStZkp2-1

41-100

205 (21)

365 (37)

195 (2000)

350 (3550)

VStTps

10-40

295(30)

430 (44)

280 (2850)

410(4200)

09G2S

21-32

305 (31)

460 (47)

290 (2950)

440 (4500)

09G2S

33-60

285 (29)

450 (46)

270 (2750)

430 (4400)

14G2

10-32

325 (33)

450 (46)

310(3150)

430 (4400)

Fason (prokat) po‘latlar

18 KP

4-20

235 (24)

365 (37)

230 (2350)

355 (3600)

18
PS,D8SP,
18Gps

4-20

245 (25)

370 (38)

240 (2350)

360 (3650)

18Gps

21-30

225 (23)

370 (38)

220 (2250)

360 (3650)

18Gss

31-40

235 (24)

390 (40)

230 (2350)

380 (3850)

VstZkp2-1

4-10

235 (24)

365 (37)

230 (2350)

355 (3600)

VstZkp2-1

11-20

225 (23)

355 (36)

220 (2250)

345 (3500)

VStZkp2-1

21-30

215 (22)

345 (35)

210(2150)

335 (3400)

VStZpsb-1

4-10

245 (25)

370 (38)

240 (2450)

360 (3650)

VStZps6-1

11-20

245 (25)

365 (37)

240 (2450)

355 (3600)

VStZpsb-1

21-30

225 (23)

355 (36)

220 (2250)

345 (3500)

VStZkp2

41-100

205 (21)

365 (37)

195 (2000)

350 (3550)

10G2S1

4

355 (36)

490 (50)

340 (3450)

465 (4750)

10G2S1

5-9

345 (35)

490 (50)

330 (3350)

465 (4750)

10G2S1

10-20

335 (34)

480 (49)

320 (3250)

455 (4650)

10G2S1

21-32

325 (33)

470 (48)

310(3150)

450 (4600)

10G2S1

33-60

325 (33)

450 (46)

310(3150)

430 (4400)



Xalkasimon kesimli (quvur) po‘lat

Vet3kp
Vst3ps
Vst3sp

10gacha

225 (23)

370 (38)

215 (2200)

350 (3550)

VStZkp

4-15

235(24)

365 (37)

225 (2300)

350 (3550)

VStZps4

4-15

245 (25)

370 (38)

235 (2400)

350 (3550)

20

4-36

245 (25)

410 (42)

225 (2300)

375 (3800)

09G2S

8-15

265 (27)

470 (48)

250 (2550)

450 (4600)

16GAF

6-9

440 (45)

590 (60)

400 (4100)

535 (5450)

16G2AF

16-40

350(35,5)

410 (42)

320 (3250)

375 (3800)



Prokat qalinligi bo‘ylab kuchlanganlik xolati uchun xisobiy qarshilik xam oquvchanlik chegarasidan foydalanib aniqlanadi.
Rth=0,5 Rynm (6.7)
bu yerda: Rth - prokat qalinligi bo‘ylab xisobiy qarshilik.
Konstruksiyaning qirrasidagi yuza bo‘yicha ezidishdagi xisobiy karshiligi Rp vaqtinchalik qarshilikdan foydalanib:

Rp=Runm (6.8)


formuladan aniqlanadi.


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