A 6 storey reinforced concrete building, with a floor to floor height of 4.4m is stabilized by shear wall as with a stiffness, Ecdlc, of 326,779,492 kNm2 in the transverse direction. Calculate the maximum vertical load, FV,Ed, in KN that can be applied to the building without it becoming sensitive to second order effects in the transverse direction. It can be assumed that the shear walls are cracked..

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A 6 storey reinforced concrete building, with a floor to floor height of 4.4m is stabilized by shear wall as with a stiffness, Ecdlc, of 326,779,492 kNm2 in the transverse direction. Calculate the maximum vertical load, FV,Ed, in KN that can be applied to the building without it becoming sensitive to second order effects in the transverse direction. It can be assumed that the shear walls are cracked.. 

A 6 storey reinforced concrete building, with a floor to
floor height of 4.4m is stabilized by shear wall as with a
stiffness, Ecdlc, of 326,779,492 kNm2 in the transverse
direction. Calculate the maximum vertical load, Fy.Ed, in
kN that can be applied to the building without it becoming
sensitive to second order effects in the transverse
direction. It can be assumed that the shear walls are
cracked.
Transcribed Image Text:A 6 storey reinforced concrete building, with a floor to floor height of 4.4m is stabilized by shear wall as with a stiffness, Ecdlc, of 326,779,492 kNm2 in the transverse direction. Calculate the maximum vertical load, Fy.Ed, in kN that can be applied to the building without it becoming sensitive to second order effects in the transverse direction. It can be assumed that the shear walls are cracked.
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