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62.5mm 600mm 62.5mm 350mm Pn

62.5mm 600mm 62.5mm 350mm Pn

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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from picture 2 the properties of the column are: f'c = 20.7Mpa fy = 414Mpa diameter of longitudinal bars = 28mm diam find the ff: Nominal axial load for balanced section eccentricity from centroid for a balanced section nominal moment for a balanced section Select the correct response: Pnb 959KN, eb = 328.6mm, Mnb = 315.1KN-m b = 1235KN, eb = 386.4mm, Mnb = 477.2KN-m b = 1235KN, eb = 328.6mm, Mnb = 405.8KN-m Pnb = 959KN, eb = 386.4mm, Mnb = 370.6KN-m b=1358KN, eb = 328.6mm, Mnb = 446.2KN-m Pnb 1358KN, eb = 386.4mm, Mnb = 524.7KN-m Pnb 1630KN, eb = 328.6mm, Mnb = 535KN-m Pnb 1630KN, eb = 386.4mm, Mnb = 630.1KN-m
Transcribed Image Text:from picture 2 the properties of the column are: f'c = 20.7Mpa fy = 414Mpa diameter of longitudinal bars = 28mm diam find the ff: Nominal axial load for balanced section eccentricity from centroid for a balanced section nominal moment for a balanced section Select the correct response: Pnb 959KN, eb = 328.6mm, Mnb = 315.1KN-m b = 1235KN, eb = 386.4mm, Mnb = 477.2KN-m b = 1235KN, eb = 328.6mm, Mnb = 405.8KN-m Pnb = 959KN, eb = 386.4mm, Mnb = 370.6KN-m b=1358KN, eb = 328.6mm, Mnb = 446.2KN-m Pnb 1358KN, eb = 386.4mm, Mnb = 524.7KN-m Pnb 1630KN, eb = 328.6mm, Mnb = 535KN-m Pnb 1630KN, eb = 386.4mm, Mnb = 630.1KN-m
Picture 2 62.5mm 600mm 62.5mm 350mm Pn
Transcribed Image Text:Picture 2 62.5mm 600mm 62.5mm 350mm Pn
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