10.3 An electronic signboard is attached to a five-storey building consisting of special moment-resisting frame system in Varanasi (seismic zone III). It is attached by two anchors at heights 12.0 m and 9.0 m. From the elastic analysis under design seismic load, the deflections obtained for the upper and lower attachments of the signboard are 35.0 mm and 28.0 mm, respectively. Find the design relative displacement.

10.3 An electronic signboard is attached to a five-storey building consisting of special moment-resisting frame system in Varanasi (seismic zone III). It is attached by two anchors at heights 12.0 m and 9.0 m. From the elastic analysis under design seismic load, the deflections obtained for the upper and lower attachments of the signboard are 35.0 mm and 28.0 mm, respectively. Find the design relative displacement.

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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