TAF ENGINEERING SERVICES - CIVIL ENGINEERING 👷♂👷🔥
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1) TNPSC/MAWS - AE,JDO, SURVEYOR, DRAUGHTSMAN 2) SSC JE, RRB JE 3) TRB (For Both Technical And General studies)
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Tarmoq:📈 Telegram kanali TAF ENGINEERING SERVICES - CIVIL ENGINEERING 👷♂👷🔥 analitikasi
TAF ENGINEERING SERVICES - CIVIL ENGINEERING 👷♂👷🔥 (@tafengineering2023) Ingliz til segmentidagi kanali faol ishtirokchi. Hozirda hamjamiyat 11 381 obunachidan iborat bo'lib, Taʼlim toifasida 17 482-o'rinni va Hindiston mintaqasida 35 226-o'rinni egallagan.
📊 Auditoriya ko‘rsatkichlari va dinamika
невідомо sanasidan buyon loyiha tez o‘sib, 11 381 obunachiga ega bo‘ldi.
15 Iyul, 2026 dagi oxirgi ma’lumotlarga ko‘ra kanal barqaror faollikka ega. Oxirgi 30 kunda obunachilar soni 124 ga, so‘nggi 24 soatda esa 16 ga o‘zgardi va umumiy qamrov yuqori darajada qolmoqda.
- Tasdiqlash holati: Tasdiqlanmagan
- Jalb etish (ER): Auditoriya o‘rtacha 12.20% darajada jalb etiladi. Nashrdan keyingi dastlabki 24 soatda kontent odatda umumiy obunachilar sonining 5.95% ini tashkil etuvchi reaksiyalarni to‘playdi.
- Post qamrovi: Har bir post o‘rtacha 1 388 marta ko‘riladi; birinchi sutkada odatda 677 ta ko‘rish yig‘iladi.
- Reaksiyalar va o‘zaro ta’sir: Auditoriya faol: har bir postga o‘rtacha 1 ta reaksiya keladi.
- Tematik yo‘nalishlar: Kontent taf, jdo, tnpsc, engineering, admission kabi asosiy mavzularga jamlangan.
📝 Tavsif va kontent siyosati
Muallif resursni shaxsiy fikrni ifoda etish maydoni sifatida ta’riflaydi:
“1) TNPSC/MAWS - AE,JDO, SURVEYOR, DRAUGHTSMAN
2) SSC JE, RRB JE
3) TRB
(For Both Technical And General studies)”
Yuqori yangilanish chastotasi (oxirgi ma’lumot 16 Iyul, 2026 da olingan) sababli kanal doimo dolzarb va katta qamrovli bo‘lib qoladi. Analitika auditoriya kontent bilan faol hamkorlik qilishini, uni Taʼlim toifasidagi muhim ta’sir nuqtasiga aylantirishini ko‘rsatadi.
11 381
Obunachilar
+1624 soatlar
+767 kunlar
+12430 kunlar
Ma'lumot yuklanmoqda...
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Iyul '23
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| Sana | Obunachilarni jalb qilish | Esdaliklar | Kanallar | |
| 16 Iyul | +3 | |||
| 15 Iyul | +16 | |||
| 14 Iyul | +5 | |||
| 13 Iyul | +6 | |||
| 12 Iyul | +3 | |||
| 11 Iyul | +11 | |||
| 10 Iyul | +26 | |||
| 09 Iyul | +13 | |||
| 08 Iyul | +14 | |||
| 07 Iyul | +15 | |||
| 06 Iyul | +2 | |||
| 05 Iyul | +1 | |||
| 04 Iyul | +4 | |||
| 03 Iyul | 0 | |||
| 02 Iyul | +5 | |||
| 01 Iyul | +2 |
Kanal postlari
| 2 | Dear Friends join our Webinar DISCUSS ABOUT UPCOMING AE & JDO/JTO EXAM👆👆 | 210 |
| 3 |  TAF Tamil is inviting you to a scheduled Zoom meeting.
Topic: TNPSC ENGINEERING DIPLOMA/ITI LEVEL WEBINAR | TAF
Time: Jul 16, 2026 05:00 PM India
Join Zoom Meeting
https://us06web.zoom.us/j/82040789809?pwd=KWOYV692VkN1l2M6QD5ko75wY9yWUI.1
Meeting chat link
https://us06web.zoom.us/launch/jc/82040789809
Meeting ID: 820 4078 9809
Passcode: TAF1 | 366 |
| 4 | https://youtube.com/shorts/r2UUskQZ3pY?si=v4fc9GITWp27q2Fq
For Admission
9500259300 | 4 297 |
| 5 |  TAF ENGINEERING SERVICES
TNPSC JDO NEW TEST BATCH FOR CIVIL DEPARTMENT
Mode of Test = OFFLINE/ONLINE
BATCH NAME = மகாநதி 2.0 BATCH
DURATION = 3 MONTH
LANGUAGE = TECHNICAL CIVIL (ENGLISH MEDIUM), GS (BILINGUAL)
TOTAL 40+TEST, 10000+ QUESTIONS with Explanation
Around 520+ Engineers👷♂️👷♀️ got placed in AE/JDO/SURVEYOR AND DRAUGHTSMAN LAST 3 YEARS🔥
Course Details video Link👇
https://www.youtube.com/live/ZfItx1LVoFI?si=BEUKMCcLjSQRgkdJ
Test Batch Schedule Pdf👇:
https://drive.google.com/file/d/1t9Im4s_-DUX8SQppfub4CBsn60DJn-gD/view?usp=sharing
TAF AE STUDENT ACHIEVERS SPEECH 👇:
https://youtu.be/5kerxZ6WhUI?si=PbHnLzVFsDIbcUWX
ADMISSION IS GOING ON
FOR OFFLINE = TAF 87 BRANCHES
FOR ONLINE
9500259300, 7695856500, 9342326500, 8428300011👆👆 | 109 |
| 6 | 11. The breadth of a ribbed slab containing two bars must be between | 306 |
| 7 | 10. In a slab, the pitch of the main reinforcement should not exceed its effective depth | 290 |
| 8 | 9.m The modular ratio 'm' of a concrete whose permissible compressive stress is 'C' may be obtained from the equation _____. | 298 |
| 9 | 8. For M15 grade concrete (1: 2: 4) the moment of resistance factor is _____. | 268 |
| 10 | 15. Spacing of stirrups in a rectangular beam, is | 207 |
| 11 | 14. The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of | 198 |
| 12 | 13. By over-reinforcing a beam, the moment of resistance can be increased not more than | 186 |
| 13 | 12. In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called | 189 |
| 14 | 20. If diameter of a reinforcement bar is d, the anchorage value of the hook is | 195 |
| 15 | 18. If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a | 203 |
| 16 | 19.
For a number of columns constructed in a rcjw, the type of foundation provided, is | 203 |
| 17 | 17. On an absolutely rigid foundation base, the pressure will | 199 |
| 18 | 16. An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at | 276 |
| 19 | 3. The effective width of a column strip of a flat slab, is | 304 |
| 20 | 2. The diameter of longitudinal bars of a column should never be less than | 307 |
