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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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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