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

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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