The nominal Pn-Mn, interaction diagram is given in Figure P1.4 for a reinforced concrete column with ties in Figure P1.4. If Pn =800 kip, Mn= 200 kip-ft, will the column fail or not? (Hint: use Ø valve to generate the ultimate strength curve per AC1318 code). 1.4 The nominal PM. interaction diagram is given in Figure P1.4 for a reinforced concrete columnwith ties in Figure P1.4. If P800 kip, M 200 kip-ft, will the column fall or not? (Hint: use o valueto generate the ultimate strength curve per ACI318 code). (6 points)1600140012001000800G00400200100200300400500M (kip-ft)FigureP14P (kip)

Given: Pn=800 kips Mn=200 kip-ft

Answered: The nominal Pn-Mn, interaction diagram…

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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The nominal Pn-Mn, interaction diagram is given in Figure P1.4 for a reinforced concrete column with ties in Figure P1.4. If Pn =800 kip, Mn= 200 kip-ft, will the column fail or not? (Hint: use Ø valve to generate the ultimate strength curve per AC1318 code).

1.4 The nominal PM. interaction diagram is given in Figure P1.4 for a reinforced concrete column
with ties in Figure P1.4. If P800 kip, M 200 kip-ft, will the column fall or not? (Hint: use o value
to generate the ultimate strength curve per ACI318 code). (6 points)
1600
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1200
1000
800
G00
400
200
100
200
300
400
500
M (kip-ft)
Figure
P14
P (kip)

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