Example: Draw the Key plan(1:100) and columns table(1:20) for the columns shown. Note: Concrete cover = 4cm Column (C1): 1- Section dimension 40X60 cm (the 40th in x-direction). 2- The main bars 10 bars Ø 18 mm. 3- Ties two paces Ø10mm @ 25cm c/c. Column (C2): 1- Section dimension 40 cm diameter. 2- The main bars 6 bars Ø 19 mm. 3- Spiral Ø10mm @30cm pitch. Column (C3): 1- Section dimension 30X50 cm. (the 30th in x-direction). 2- The main bars 8 bars Ø 16 mm. 3- Ties two paces ø 12mm @ 30cm c/c. Note: Concrete cover = 4cm. X A B 00 с D 425 150 425 1 C2 C3 C3 C2 300 C1 C1 C1 2 500 500 1000
Example: Draw the Key plan(1:100) and columns table(1:20) for the columns shown. Note: Concrete cover = 4cm Column (C1): 1- Section dimension 40X60 cm (the 40th in x-direction). 2- The main bars 10 bars Ø 18 mm. 3- Ties two paces Ø10mm @ 25cm c/c. Column (C2): 1- Section dimension 40 cm diameter. 2- The main bars 6 bars Ø 19 mm. 3- Spiral Ø10mm @30cm pitch. Column (C3): 1- Section dimension 30X50 cm. (the 30th in x-direction). 2- The main bars 8 bars Ø 16 mm. 3- Ties two paces ø 12mm @ 30cm c/c. Note: Concrete cover = 4cm. X A B 00 с D 425 150 425 1 C2 C3 C3 C2 300 C1 C1 C1 2 500 500 1000
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Transcribed Image Text:Example: Draw the Key plan(1:100) and columns table(1:20) for the columns shown.
Note: Concrete cover = 4cm
Column (C1):
1- Section dimension 40X60 cm (the 40th in x-direction).
2- The main bars 10 bars Ø 18 mm.
3- Ties two paces Ø10mm @ 25cm c/c.
Column (C2):
1- Section dimension 40 cm diameter.
2- The main bars 6 bars Ø 19 mm.
3- Spiral Ø10mm @30cm pitch.
Column (C3):
1- Section dimension 30X50 cm. (the 30th in x-direction).
2- The main bars 8 bars Ø 16 mm.
3- Ties two paces ø 12mm @ 30cm c/c.
Note: Concrete cover = 4cm.
X
A
B
00
с
D
425
150
425
1
C2
C3
C3
C2
300
C1
C1
C1
2
500
500
1000
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