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100 mm 2X mm 40 kN 200 mm 3Z KN/m 25 mm 2X mm 200 mm 2 m 2 m Given: 30 kN/m and 20 mm

100 mm 2X mm 40 kN 200 mm 3Z KN/m 25 mm 2X mm 200 mm 2 m 2 m Given: 30 kN/m and 20 mm

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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U Mobile Stay Safe VOLTE ll E 746B/s X M b O 11 3:22 100 mm 2X mm 40 kN 200 mm 3Z KN/m 25 mm 2X mm 200 mm 4 m -2 m 2 m Given: 30 kN/m and 20 mm Rage 1 Question 1 (a): Neutral axis from bottom =(20)(200)(10)+(200)(25)(120)+(20)(100)(230) (20)(200)+(200)(25)+(20)(100) mm Question 1 (b): Second moment of area, I =E(I+ Ah² ) -200)(20) 3+(200)(20)(90.000) 2+(25)(200)y 3+(25)(200)-20.000)^2 + (100)(20)^3+(100)(20)(-130.000) 2 12 12 12 133,333 + x10 m*
Transcribed Image Text:U Mobile Stay Safe VOLTE ll E 746B/s X M b O 11 3:22 100 mm 2X mm 40 kN 200 mm 3Z KN/m 25 mm 2X mm 200 mm 4 m -2 m 2 m Given: 30 kN/m and 20 mm Rage 1 Question 1 (a): Neutral axis from bottom =(20)(200)(10)+(200)(25)(120)+(20)(100)(230) (20)(200)+(200)(25)+(20)(100) mm Question 1 (b): Second moment of area, I =E(I+ Ah² ) -200)(20) 3+(200)(20)(90.000) 2+(25)(200)y 3+(25)(200)-20.000)^2 + (100)(20)^3+(100)(20)(-130.000) 2 12 12 12 133,333 + x10 m*
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