QUESTION 4 member AD (carries only axial load) by FORCE METHOD. E=200KN/mm2, I=550x10°mm, A=1300mm2 (tie member). Members AB, BC and CD are frame members. Determine the axial force in the tie 11 kN/m 12m, EI 3.6m 1.5EI 3.6m 1.5EI a d Tie member, AE

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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QUESTION 4
member AD (carries only axial load) by FORCE METHOD. E=200KN/mm2, I=550x10°mm“, A=1300mm2 (tie
member).
Members AB, BC and CD are frame members. Determine the axial force in the tie
11 kN/m
C
12m, EI
3.6m
1.5EI
3.6m
1.5EI
d.
Tie member, AE
Transcribed Image Text:QUESTION 4 member AD (carries only axial load) by FORCE METHOD. E=200KN/mm2, I=550x10°mm“, A=1300mm2 (tie member). Members AB, BC and CD are frame members. Determine the axial force in the tie 11 kN/m C 12m, EI 3.6m 1.5EI 3.6m 1.5EI d. Tie member, AE
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