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