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16. Can the cross-section resist demands of My=97.2 kip-ft and P=648 kip? YES / NO (CIRCLE ONE) Explain your answer: 17. Can the cross-section resist demands of My=243 kip-ft and P=324 kip? YES / NO (CIRCLE ONE) Explain your answer:

16. Can the cross-section resist demands of My=97.2 kip-ft and P=648 kip? YES / NO (CIRCLE ONE) Explain your answer: 17. Can the cross-section resist demands of My=243 kip-ft and P=324 kip? YES / NO (CIRCLE ONE) Explain your answer:

Structural Analysis
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 cross-section of a column member is shown below. All longitudinal reinforcing bars are #8 Grade 60 and the concrete is normalweight f'=5500.0 psi. The normalized axial-moment design strength interaction diagram for the column cross-section is shown below. 3 18.0 in 2 18.0 in 1 -1 M 0.0 0.2 0.4 0.6 M„/(bh?) (ksi) $Pn/(bh) (ksi)
Transcribed Image Text:The cross-section of a column member is shown below. All longitudinal reinforcing bars are #8 Grade 60 and the concrete is normalweight f'=5500.0 psi. The normalized axial-moment design strength interaction diagram for the column cross-section is shown below. 3 18.0 in 2 18.0 in 1 -1 M 0.0 0.2 0.4 0.6 M„/(bh?) (ksi) $Pn/(bh) (ksi)
16. Can the cross-section resist demands of Mu=97.2 kip-ft and Pa=648 kip? YES / NO (CIRCLE ONE) Explain your answer: 17. Can the cross-section resist demands of My=243 kip-ft and P=324 kip? YES / NO (CIRCLE ONE) Explain your answer:
Transcribed Image Text:16. Can the cross-section resist demands of Mu=97.2 kip-ft and Pa=648 kip? YES / NO (CIRCLE ONE) Explain your answer: 17. Can the cross-section resist demands of My=243 kip-ft and P=324 kip? YES / NO (CIRCLE ONE) Explain your answer:
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