Use the Cantilever Method to analyze the frame and determine the following: 1. the horizontal distance from A (in meters) of the center of gravity, [ Select ] of the columns the second floor to Roof deck. 2. the horizontal distance from C (in meters) of the center of gravity, [ Select ] V of the columns in the ground floor to second floor. 3. the axial force at AD [ Select ] [ Select] 4. the axial force at CG

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Select option Pls answer asap 1.) 3 4 5 6 5.5 2.) 8.312 8.388 8.25 8.112 8.222 8.333 3.) 10.5 12.5 16 18 10.333 1.333
Hint: for columns with different cross sections, assume the stress as proportional.
Use the Cantilever Method to analyze the frame and determine the following:
1. the horizontal distance from A (in meters) of the center of gravity,
[ Select ]
of the columns in the second floor to Roof deck.
2. the horizontal distance from C (in meters) of the center of gravity,
[ Select ]
* of the columns in the ground floor to second
floor.
3. the axial force at AD [ Select]
4. the axial force at CG [ Select ]
Transcribed Image Text:Hint: for columns with different cross sections, assume the stress as proportional. Use the Cantilever Method to analyze the frame and determine the following: 1. the horizontal distance from A (in meters) of the center of gravity, [ Select ] of the columns in the second floor to Roof deck. 2. the horizontal distance from C (in meters) of the center of gravity, [ Select ] * of the columns in the ground floor to second floor. 3. the axial force at AD [ Select] 4. the axial force at CG [ Select ]
Member
Breadth (mm) Depth (mm)
Diameter (mm)
Moment of Inertia
AB
2847.70
317.21
475.82
DE
CD
1139.04
252 27
378.40
EF
AD
BE
1708.53
431.93
CG
2278.10
406.62
406.62
FJ
DH
3417.19
450
450
El
5.50 m
6.0 m
5.0m
36 kN
IDI
48 kN
Transcribed Image Text:Member Breadth (mm) Depth (mm) Diameter (mm) Moment of Inertia AB 2847.70 317.21 475.82 DE CD 1139.04 252 27 378.40 EF AD BE 1708.53 431.93 CG 2278.10 406.62 406.62 FJ DH 3417.19 450 450 El 5.50 m 6.0 m 5.0m 36 kN IDI 48 kN
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