1. Draw the isometric section detail of a concrete footing having a size of 1200 mm x 1400 mm with a depth of 300 mm. with a 9-16 mm Ø deformed reinforcing bars both ways above a 200 mm x 300 mm size column having 4-16 mm Ø and 4-12 mm Ø deformed reinforcing bars with 10 mm Ø lateral ties with a spacing of 2 - 0.050, 3 - 0.075, 4 - 100 mm and with #16 tie wire.

1. Draw the isometric section detail of a concrete footing having a size of 1200 mm x 1400 mm with a depth of 300 mm. with a 9-16 mm Ø deformed reinforcing bars both ways above a 200 mm x 300 mm size column having 4-16 mm Ø and 4-12 mm Ø deformed reinforcing bars with 10 mm Ø lateral ties with a spacing of 2 - 0.050, 3 - 0.075, 4 - 100 mm and with #16 tie wire.

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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