ู…ูƒุชุจ ู…ู‡ู†ุฏุณุฉ ุงุณุชุดุงุฑูŠ ู†ุดูˆู‰ ุฒุงูŠุฏ ู„ู„ุงุณุชุดุงุฑุงุช ุงู„ู‡ู†ุฏุณูŠุฉ ูˆุงู„ุชุฏุฑูŠุจ

ุฏุจู„ูˆู…ุฉ ุงู„ุชุตู…ูŠู… ุงู„ุงู†ุดุงุฆูŠ

ู…ุณุฌู„

ุงู„ู…ุญุงุถุฑ: ู… / ู†ุดูˆู‰ ุฒุงูŠุฏ

4000,00 ุฌ.ู… 1800,00 ุฌ.ู…
ู„ู„ุญุฌุฒ ูˆุงู„ุงุณุชุนู„ุงู…
ุฏุจู„ูˆู…ุฉ ุงู„ุชุตู…ูŠู… ุงู„ุงู†ุดุงุฆูŠ

ุชูุงุตูŠู„ ุงู„ูƒูˆุฑุณ

** ู…ู‚ุชุทูุงุช ู…ู† ุงู„ุฏุจู„ูˆู…ุฉ ( ู…ุฌุงู†ูŠ )( ุงุถุบุท ู‡ู†ุง )

** ุฏุจู„ูˆู…ุฉ ุงู„ุชุตู…ูŠู… ุฏู‡ ู„ู…ูŠู† ุŸ

- ุฎุฑูŠุฌูŠ ู‚ุณู… ุงู„ู‡ู†ุฏุณู‡ ุงู„ู…ุฏู†ูŠุฉ

-ุทู„ุจุฉ ุงู„ู‡ู†ุฏุณุฉ ุงู„ู…ุฏู†ูŠุฉ ุจุฏุงูŠุฉ ู…ู† ุซุงู„ุซุฉ ู…ุฏู†ูŠ

** ุงู„ุดู‡ุงุฏุงุช ุงู„ู…ุนุชู…ุฏุฉ

 ๐ŸŽ ุดู‡ุงุฏู‡ ู…ุนุชู…ุฏู‡ ู…ู† ู†ู‚ุงุจุฉ ุงู„ู…ู‡ู†ุฏุณูŠู†  

 ๐ŸŽ  ุดู‡ุงุฏู‡ ุฏูˆู„ูŠุฉ ู…ุนุชู…ุฏุฉ ู…ู† ุงูˆุชูˆุฏูŠุณูƒ

ู…ุดุงุฑูŠุน ุงู„ุฏุจู„ูˆู…ุฉ

*ุนู…ุงุฑู‡ ุณูƒู†ูŠุฉ ุฎู…ุณุฉ ุงุฏูˆุงุฑ
*ุนู…ุงุฑู‡ ุณูƒู†ูŠุฉ ูกูข ุฏูˆุฑ
*ูุฑูŠู… ุฎุฑุณุงู†ูŠ ( ู…ุฎุงุฒู† ุงูˆ ู‡ุงู†ุฌุฑ )
*ุฎุฒุงู† ุฎุฑุณุงู†ูŠ ุงูˆ ุญู…ุงู… ุณุจุงุญู‡

    ู…ุญุชูˆูŠ ุงู„ุฏุจู„ูˆู…ุฉ

1- ุงู„ุฌุฒุก ุงู„ุงูˆู„ -  ู…ุฑุงุฌุนู‡ ุงู„ุงูˆุชูˆูƒุงุฏ

1-ู…ุฑุงุฌุนู‡ ุงูˆุชูˆูƒุงุฏ ( 29 ุฏู‚ูŠู‚ู‡ ูˆ 59 ุซุงู†ูŠู‡ )

2- ุงู„ุฌุฒุก ุงู„ุซุงู†ูŠ- ุงู„ุชุตู…ูŠู… ุงู„ู…ุนู…ุงุฑูŠ

ARCH DESIGN- part 1 ( 29 ุฏู‚ูŠู‚ู‡ ูˆ 27 ุซุงู†ูŠู‡ )

ARCH DESIGN - part 2 ( 39 ุฏู‚ูŠู‚ู‡ ูˆ 30 ุซุงู†ูŠู‡ )

ARCH DESIGN - part 3 ( 14 ุฏู‚ูŠู‚ู‡ ูˆ 4 ุซุงู†ูŠู‡ )

3- ุงู„ุฌุฒุก ุงู„ุซุงู„ุซ - ุงู„ุงู†ุธู…ู‡ ุงู„ุงู†ุดุงุฆูŠุฉ ุงู„ู…ุฎุชู„ูุฉ

TYPE OF STR. SYSTEM - PART 1 ( 31 ุฏู‚ูŠู‚ู‡ ูˆ 6 ุซุงู†ูŠู‡ )

- PART 2 TYPE OF STR. SYSTEM ( 12 ุฏู‚ูŠู‚ู‡ ูˆ 57 ุซุงู†ูŠู‡ )

- PART 3  TYPE OF STR. SYSTEM ( 23 ุฏู‚ูŠู‚ู‡ ูˆ 7 ุซุงู†ูŠู‡ )

- PART 4  TYPE OF STR. SYSTEM ( 22 ุฏู‚ูŠู‚ู‡ ูˆ 35 ุซุงู†ูŠู‡ )

- PART 5  TYPE OF STR. SYSTEM ( 22 ุฏู‚ูŠู‚ู‡ ูˆ 5 ุซุงู†ูŠู‡ )

- PART 5 (2)  TYPE OF STR. SYSTEM ( 18 ุฏู‚ูŠู‚ู‡ ูˆ 57 ุซุงู†ูŠู‡ )

4- ุงู„ุฌุฒุก ุงู„ุฑุงุจุน - ูˆุถุน ุงู„ู†ุธุงู… ุงู„ุงู†ุดุงุฆูŠ ู„ู„ู…ุดุฑูˆุน ุงู„ุงูˆู„

STRUCTURE SYSTEM- PART 1 ( 45 ุฏู‚ูŠู‚ู‡ ูˆ 50 ุซุงู†ูŠู‡ )

- PART 2 STRUCTURE SYSTEM- ( 3 ุฏู‚ูŠู‚ู‡ ูˆ 14 ุซุงู†ูŠู‡ )

5- ุงู„ุฌุฒุก ุงู„ุฎุงู…ุณ - ุดุฑุญ ุจุฑู†ุงู…ุฌ ุงู„ุงูŠุชุงุจุณ

ETABS 1 ( 26 ุฏู‚ูŠู‚ู‡ ูˆ 57 ุซุงู†ูŠู‡ )

ETABS 2 ( 18 ุฏู‚ูŠู‚ู‡ ูˆ 36 ุซุงู†ูŠู‡ )

ETABS 3 ( 21 ุฏู‚ูŠู‚ู‡ ูˆ 22 ุซุงู†ูŠู‡ )

ETABS 4 ( 40 ุฏู‚ูŠู‚ู‡ ูˆ 13 ุซุงู†ูŠู‡ )

ETABS 5 ( 9 ุฏู‚ูŠู‚ู‡ ูˆ 15 ุซุงู†ูŠู‡ )

06- ุงู„ุฌุฒุก ุงู„ุณุงุฏุณ- FROM CAD TO ETABS

FEOM CAD TO ETABS 1 ( 14 ุฏู‚ูŠู‚ู‡ ูˆ 28 ุซุงู†ูŠู‡ )

FEOM CAD TO ETABS 2 ( 18 ุฏู‚ูŠู‚ู‡ ูˆ 39 ุซุงู†ูŠู‡ )

FEOM CAD TO ETABS 3 ( 21 ุฏู‚ูŠู‚ู‡ ูˆ 56 ุซุงู†ูŠู‡ )

FEOM CAD TO ETABS 4 ( 4 ุฏู‚ูŠู‚ู‡ ูˆ 52 ุซุงู†ูŠู‡ )

FEOM CAD TO ETABS 5 ( 14 ุฏู‚ูŠู‚ู‡ ูˆ 42 ุซุงู†ูŠู‡ )

FEOM CAD TO ETABS 6 ( 8 ุฏู‚ูŠู‚ู‡ ูˆ 36 ุซุงู†ูŠู‡ )

07 - TRICKS IN DESIGN

1-CAD TRICKS ( 8 ุฏู‚ูŠู‚ู‡ ูˆ 12 ุซุงู†ูŠู‡ )

2-ETABS TRICKS ( 16 ุฏู‚ูŠู‚ู‡ ูˆ 21 ุซุงู†ูŠู‡ )

3-TYPE OF LOADS ( 11 ุฏู‚ูŠู‚ู‡ ูˆ 52 ุซุงู†ูŠู‡ )

08- DESIGN OF COLUMNS

 design of column- part 1 ( 25 ุฏู‚ูŠู‚ู‡ ูˆ 34 ุซุงู†ูŠู‡ )

design of column- MANUAL - PART 2 ( 24 ุฏู‚ูŠู‚ู‡ ูˆ 10 ุซุงู†ูŠู‡ )

design of column- PART 3 ( 40 ุฏู‚ูŠู‚ู‡ ูˆ 35 ุซุงู†ูŠู‡ )

design of column- PART 4 ( 11 ุฏู‚ูŠู‚ู‡ ูˆ 30 ุซุงู†ูŠู‡ )

09- DESIGN OF FOOTING

1- design of footing ( 45 ุฏู‚ูŠู‚ู‡ ูˆ 16 ุซุงู†ูŠู‡ )

2-STRAP BEAM DESIGN- MANUAL ( 40 ุฏู‚ูŠู‚ู‡ ูˆ 46 ุซุงู†ูŠู‡ )

3- combined footing ( 25 ุฏู‚ูŠู‚ู‡ ูˆ 29 ุซุงู†ูŠู‡ )

10- SAFE PROGRAM

IMPORT TO SAFE PART 1  ( 22 ุฏู‚ูŠู‚ู‡ ูˆ 24 ุซุงู†ูŠู‡ )

IMPORT TO SAFE PART 2  ( 7 ุฏู‚ูŠู‚ู‡ ูˆ 36 ุซุงู†ูŠู‡ )

SAFE PROGRAM-PART1 ( 16 ุฏู‚ูŠู‚ู‡ ูˆ 56 ุซุงู†ูŠู‡ )

SAFE PROGRAM-PART 2 ( 11 ุฏู‚ูŠู‚ู‡ ูˆ 13 ุซุงู†ูŠู‡ )

11- DEFLECTION CALCULATION

DEFLECTION CALCULATION PART 1 ( 24 ุฏู‚ูŠู‚ู‡ ูˆ 57 ุซุงู†ูŠู‡ )

DEFLECTION CALCULATION PART 2 ( 13 ุฏู‚ูŠู‚ู‡ ูˆ 15 ุซุงู†ูŠู‡ )

12 - DESIGN OF SLABS AND BEAMS

DESIGN OF SLABS PART 1 - ( 24 ุฏู‚ูŠู‚ู‡ ูˆ 27 ุซุงู†ูŠู‡ )

DESIGN OF SLABS PART 2 - ( 8 ุฏู‚ูŠู‚ู‡ ูˆ 48 ุซุงู†ูŠู‡ )

DESIGN OF BEAMS ( 17 ุฏู‚ูŠู‚ู‡ ูˆ 18 ุซุงู†ูŠู‡ )

13- FLAT SLAB

FLAT SLAB PART 1 ( 17 ุฏู‚ูŠู‚ู‡ ูˆ 28 ุซุงู†ูŠู‡ )

FLAT SLAB PART 2 ( 21 ุฏู‚ูŠู‚ู‡ ูˆ 48 ุซุงู†ูŠู‡ )

FLAT SLAB PART 3 ( 30 ุฏู‚ูŠู‚ู‡ ูˆ 27 ุซุงู†ูŠู‡ )

FLAT SLAB PART 4 ( 22 ุฏู‚ูŠู‚ู‡ ูˆ 52 ุซุงู†ูŠู‡ )

14- DESIGN OF STAIRS

1-SAP2000 REVIGION ( 26 ุฏู‚ูŠู‚ู‡ ูˆ 54 ุซุงู†ูŠู‡ )

2-STAIRS IN SAP 2000 ( 26 ุฏู‚ูŠู‚ู‡ ูˆ 48 ุซุงู†ูŠู‡ )

15-WIND Calculation

Wind load calculation - part 1 ( 25 ุฏู‚ูŠู‚ู‡ ูˆ 31 ุซุงู†ูŠู‡ )

Wind load calculation - part 2 ( 13 ุฏู‚ูŠู‚ู‡ ูˆ 17 ุซุงู†ูŠู‡ )

16-EARTHQUACK Calculation

EARTHQUACK - PART 1 ( 29 ุฏู‚ูŠู‚ู‡ ูˆ 31 ุซุงู†ูŠู‡ )

EARTHQUACK - PART 2 ( 11 ุฏู‚ูŠู‚ู‡ ูˆ 44 ุซุงู†ูŠู‡ )

EARTHQUACK - PART 3 ( 27 ุฏู‚ูŠู‚ู‡ ูˆ 58 ุซุงู†ูŠู‡ )

EARTHQUACK - PART 4 ( 7 ุฏู‚ูŠู‚ู‡ ูˆ 1 ุซุงู†ูŠู‡ )

EARTHQUACK - PART 5 ( 32 ุฏู‚ูŠู‚ู‡ ูˆ 56 ุซุงู†ูŠู‡ )

EARTHQUACK - PART 6 ( 10 ุฏู‚ูŠู‚ู‡ ูˆ 31 ุซุงู†ูŠู‡ )

EARTHQUACK - PART 7 ( 27 ุฏู‚ูŠู‚ู‡ ูˆ 7 ุซุงู†ูŠู‡ )

EARTHQUACK - PART 8 ( 29 ุฏู‚ูŠู‚ู‡ ูˆ 36 ุซุงู†ูŠู‡ )

17- IMPORT TO ETABS

IMPORT TO ETABS - PART1 ( 28 ุฏู‚ูŠู‚ู‡ ูˆ 9 ุซุงู†ูŠู‡ )

IMPORT TO ETABS โ€“ PART2 ( 16 ุฏู‚ูŠู‚ู‡ ูˆ 24 ุซุงู†ูŠู‡ )

18-INPUT WIND AND QUACK

Input wind part 1 ( 29 ุฏู‚ูŠู‚ู‡ ูˆ 35 ุซุงู†ูŠู‡ )

Input wind part 2  ( 10 ุฏู‚ูŠู‚ู‡ ูˆ 14 ุซุงู†ูŠู‡ )

3- Input Sesmic ( 25 ุฏู‚ูŠู‚ู‡ ูˆ 52 ุซุงู†ูŠู‡ )

4- INPUT LOAD CASES ( 19 ุฏู‚ูŠู‚ู‡ ูˆ 28 ุซุงู†ูŠู‡ )

19- CHECK OF BUILDING

SUMMARY OF CHECKS ( 8 ุฏู‚ูŠู‚ู‡ ูˆ 24 ุซุงู†ูŠู‡ )

CHECK 1 ( 8 ุฏู‚ูŠู‚ู‡ ูˆ 51 ุซุงู†ูŠู‡ )

CHECK 2 ( 4 ุฏู‚ูŠู‚ู‡ ูˆ 49 ุซุงู†ูŠู‡ )

CHECK 3 ( 6 ุฏู‚ูŠู‚ู‡ ูˆ 38 ุซุงู†ูŠู‡ )

CHECK 4 ( 5 ุฏู‚ูŠู‚ู‡ ูˆ 9 ุซุงู†ูŠู‡ )

CHECK 5 ( 7 ุฏู‚ูŠู‚ู‡ ูˆ 38 ุซุงู†ูŠู‡ )

20-Design of shear walls

DESIGN OF SHEARWALL PART 1 ( 26 ุฏู‚ูŠู‚ู‡ ูˆ 14 ุซุงู†ูŠู‡ )

DESIGN OF SHEARWALL PART 2 ( 31 ุฏู‚ูŠู‚ู‡ ูˆ 53 ุซุงู†ูŠู‡ )

21-Design of Raft

RAFT-PART 1  ( 14 ุฏู‚ูŠู‚ู‡ ูˆ 22 ุซุงู†ูŠู‡ )

RAFT-PART 2  ( 13 ุฏู‚ูŠู‚ู‡ ูˆ 5 ุซุงู†ูŠู‡ )

RAFT-PART 3  ( 16 ุฏู‚ูŠู‚ู‡ ูˆ 53 ุซุงู†ูŠู‡ )

RAFT-PART 4  ( 16 ุฏู‚ูŠู‚ู‡ ูˆ 23 ุซุงู†ูŠู‡ )

RAFT-PART 5  ( 26 ุฏู‚ูŠู‚ู‡ ูˆ 48 ุซุงู†ูŠู‡ )

RAFT-PART 6  ( 10 ุฏู‚ูŠู‚ู‡ ูˆ 36 ุซุงู†ูŠู‡ )

22- Raft over Piles

RAFT OVER PILES PART 1 ( 18 ุฏู‚ูŠู‚ู‡ ูˆ 10 ุซุงู†ูŠู‡ )

RAFT OVER PILES PART 2 ( 17 ุฏู‚ูŠู‚ู‡ ูˆ 10 ุซุงู†ูŠู‡ )

RAFT OVER PILES PART 3 ( 9 ุฏู‚ูŠู‚ู‡ ูˆ 31 ุซุงู†ูŠู‡ )

RAFT OVER PILES PART 4 ( 12 ุฏู‚ูŠู‚ู‡ ูˆ 23 ุซุงู†ูŠู‡ )

23- FRAMES

FRAMES - LEC 1 ( 10 ุฏู‚ูŠู‚ู‡ ูˆ 24 ุซุงู†ูŠู‡ )

FRAMES - LEC 2 ( 31 ุฏู‚ูŠู‚ู‡ ูˆ 38 ุซุงู†ูŠู‡ )

FRAMES - LEC 3 ( 10 ุฏู‚ูŠู‚ู‡ ูˆ 7 ุซุงู†ูŠู‡ )

FRAMES - LEC 4 ( 16 ุฏู‚ูŠู‚ู‡ ูˆ 23 ุซุงู†ูŠู‡ )

FRAMES - LEC 5 ( 26 ุฏู‚ูŠู‚ู‡ ูˆ 38 ุซุงู†ูŠู‡ )

FRAMES - LEC 6 ( 24 ุฏู‚ูŠู‚ู‡ ูˆ 24 ุซุงู†ูŠู‡ )

FRAMES - LEC 7 ( 20 ุฏู‚ูŠู‚ู‡ ูˆ 20 ุซุงู†ูŠู‡ )

FRAMES - LEC 8 ( 10 ุฏู‚ูŠู‚ู‡ ูˆ 16 ุซุงู†ูŠู‡ )

24-TANKS

TANKS โ€“ LEC 1 ( 25 ุฏู‚ูŠู‚ู‡ ูˆ 47 ุซุงู†ูŠู‡ )

TANKS โ€“ LEC 2 ( 15 ุฏู‚ูŠู‚ู‡ ูˆ 2 ุซุงู†ูŠู‡ )

TANKS โ€“ LEC 3 ( 17 ุฏู‚ูŠู‚ู‡ ูˆ 50 ุซุงู†ูŠู‡ )

TANKS โ€“ LEC 4 ( 5 ุฏู‚ูŠู‚ู‡ ูˆ 28 ุซุงู†ูŠู‡ )

TANKS โ€“ LEC 5 ( 15 ุฏู‚ูŠู‚ู‡ ูˆ 9 ุซุงู†ูŠู‡ )

TANKS โ€“ LEC 6 ( 10 ุฏู‚ูŠู‚ู‡ ูˆ 20 ุซุงู†ูŠู‡ )

TANKS โ€“ LEC 7 ( 10 ุฏู‚ูŠู‚ู‡ ูˆ 28 ุซุงู†ูŠู‡ )

25-panal beam

Panal Beam 1 ( 23 ุฏู‚ูŠู‚ู‡ ูˆ 21 ุซุงู†ูŠู‡ )

Panal Beam 2 ( 18 ุฏู‚ูŠู‚ู‡ ูˆ 1 ุซุงู†ูŠู‡ ) 

Panal Beam 3 ( 15 ุฏู‚ูŠู‚ู‡ ูˆ 44 ุซุงู†ูŠู‡ )

Panal Beam 4 ( 6 ุฏู‚ูŠู‚ู‡ ูˆ 59 ุซุงู†ูŠู‡ )

26-Retaining Wall

Retaining walls 1 ( 16 ุฏู‚ูŠู‚ู‡ ูˆ 47 ุซุงู†ูŠู‡ )

Retaining walls 2 ( 14 ุฏู‚ูŠู‚ู‡ ูˆ 23 ุซุงู†ูŠู‡ )

Retaining walls 3 ( 6 ุฏู‚ูŠู‚ู‡ ูˆ 57 ุซุงู†ูŠู‡ )

27- HOLLOW BLOCK

HOLLOW BLOCKS 1 ( 10 ุฏู‚ูŠู‚ู‡ ูˆ 40 ุซุงู†ูŠู‡ )

HOLLOW BLOCKS 2 ( 10 ุฏู‚ูŠู‚ู‡ ูˆ 40 ุซุงู†ูŠู‡ )

HOLLOW BLOCKS 3 ( 17 ุฏู‚ูŠู‚ู‡ ูˆ 1 ุซุงู†ูŠู‡ )

HOLLOW BLOCKS 4 ( 9 ุฏู‚ูŠู‚ู‡ ูˆ 14 ุซุงู†ูŠู‡ )

HOLLOW BLOCKS 5 ( 8 ุฏู‚ูŠู‚ู‡ ูˆ 34 ุซุงู†ูŠู‡ )

HOLLOW BLOCKS 6 ( 20 ุฏู‚ูŠู‚ู‡ ูˆ 52 ุซุงู†ูŠู‡ )

HOLLOW BLOCKS 7 ( 11 ุฏู‚ูŠู‚ู‡ ูˆ 31 ุซุงู†ูŠู‡ )

HOLLOW BLOCKS 8 ( 25 ุฏู‚ูŠู‚ู‡ ูˆ 18 ุซุงู†ูŠู‡ )

HOLLOW BLOCKS 9 ( 17 ุฏู‚ูŠู‚ู‡ ูˆ 24 ุซุงู†ูŠู‡ )

28- JOINTS

ุงู„ููˆุงุตู„ ( 12 ุฏู‚ูŠู‚ู‡ ูˆ 15 ุซุงู†ูŠู‡ )

29- transfer slab , beam

29- transfer slab , beam  ( 19 ุฏู‚ูŠู‚ู‡ ูˆ 26 ุซุงู†ูŠู‡ )

** ุงุฌู…ุงู„ูŠ ุนุฏุฏ ุงู„ุณุงุนุงุช ( 36 ุณุงุนู‡ ูˆ 8 ุฏู‚ุงุฆู‚ 10 ุซูˆุงู†ูŠ )

** ุงุฌู…ุงู„ูŠ ุนุฏุฏ ุงู„ููŠุฏูŠูˆู‡ุงุช ( 114 ููŠุฏูŠูˆ )

 

ู… / ู†ุดูˆู‰ ุฒุงูŠุฏ

ุฏูƒุชูˆุฑุฉ / ู†ุดูˆูŠ ุฒุงูŠุฏ
๐Ÿ”ด ุงุณุชุดุงุฑูŠ ุชุตู…ูŠู… ุงู„ู…ู†ุดุฃุช ุงู„ุฎุฑุณุงู†ูŠุฉ
๐Ÿ”ด ู…ุงุฌูŠุณุชูŠุฑ ููŠ ุงู„ู‡ู†ุฏุณู‡ ุงู„ุฅู†ุดุงุฆูŠุฉ ูƒู„ูŠู‡ ุงู„ู‡ู†ุฏุณู‡ ุฌุงู…ุนู‡ ุงู„ุงุณูƒู†ุฏุฑูŠุฉ
๐Ÿ”ด ู…ุญุงุถุฑ ุฏูˆู„ูŠ ู…ุนุชู…ุฏ ู…ู† ุดุฑูƒู‡ ุงูˆุชูˆุฏูŠุณูƒ
๐Ÿ”ด ุฎุจุฑู‡ ููŠ ุงู„ุชุฏุฑูŠุณ ู„ุฃูƒุซุฑ ู…ู† ูกูฅ ุนุงู…
๐Ÿ”ด ุชุฏุฑูŠุณ ู„ุฃูƒุซุฑ ู…ู† ูฅู ู ู  ุทุงู„ุจ ููŠ ู…ุตุฑ ูˆุงู„ุนุงู„ู… ุงู„ุนุฑุจูŠ
๐Ÿ”ด ู…ุฏูŠุฑ ูˆู…ุงู„ูƒ ู…ูƒุชุจ ุงุณุชุดุงุฑูŠ ู†ุดูˆูŠ ุฒุงูŠุฏ ู„ู„ุงุณุชุดุงุฑุงุช ุงู„ู‡ู†ุฏุณูŠุฉ ูˆุงู„ุชุฏุฑูŠุจ ุจุฌู…ู‡ูˆุฑูŠุฉ ู…ุตุฑ ุงู„ุนุฑุจูŠุฉ