2. Determine the location of the plastic center from the geometric centroid of the gross section in "mm". Disregard the concrete area displaced by steel bars. A. 8.96 B. 11.65 C. 15.34 D. 22.11
2. Determine the location of the plastic center from the geometric centroid of the gross section in "mm". Disregard the concrete area displaced by steel bars. A. 8.96 B. 11.65 C. 15.34 D. 22.11
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Answer key 8.96mm
Please show the solution.

Transcribed Image Text:A tied column is reinforced with 5-28mm bars distributed as shown in
Figure-1. Concrete cover to centroid of reinforcement is 60mm. Use f: - 21
MPa. f-415 MPa. E.-200GPa. The three bars shall be considered in tension
and use 0-0.65.
1. Determine the design axial load capacity of the column in "KN".
A. 2640.7 B. 4735.3 C. 4062.7 D. 3119.8
2. Determine the location of the plastic center from the geometric
centroid of the gross section in "mm". Disregard the concrete area
displaced by steel bars.
A. 8.96
B. 11.65 C. 15.34
D. 22.11

Transcribed Image Text:3-28mm H
450mm
a
60
480mm
60
Figure 1
2-28mm
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