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

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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