Q2// A 600 × 400mm rectangular tied column shown below support an axial compressive factored load P = 3100 kN. Factored moment at top and bottom are equal and causing double curvature, Mns = 188 kN.m and M, = 165 kN.m.Find if column is safe. Use f = 27.6 MPa, fy = 414 MPa, lu = 5.3m , k(sway) %3D %3D %3D 1.32, k(nonsway) = 0.71, Q = 0.28, Ba = 0.0 for the sway loading, Ba = 0.48 for the non-sway loading. %3D %3D %3D axis of bending 60 тm 16 – 20mm 600 тm шш 001
Q2// A 600 × 400mm rectangular tied column shown below support an axial compressive factored load P = 3100 kN. Factored moment at top and bottom are equal and causing double curvature, Mns = 188 kN.m and M, = 165 kN.m.Find if column is safe. Use f = 27.6 MPa, fy = 414 MPa, lu = 5.3m , k(sway) %3D %3D %3D 1.32, k(nonsway) = 0.71, Q = 0.28, Ba = 0.0 for the sway loading, Ba = 0.48 for the non-sway loading. %3D %3D %3D axis of bending 60 тm 16 – 20mm 600 тm шш 001
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Reinforced Concrete
![Q2// A 600 x 400mm rectangular tied column shown below support an axial
compressive factored load P, = 3100 kN. Factored moment at top and bottom are
equal and causing double curvature, Mns = 188 kN.m and M, :
column is safe. Use fe = 27.6 MPa, fy = 414 MPa, lu = 5.3m , k(sway)
165 kN. m.Find if
%3D
1.32, k(nonsway) = 0.71, Q = 0.28, Ba
= 0.0 for the sway loading, Ba = 0.48 for
%3D
the non-sway loading.
axis of bending
60 тm
16 — 20тт +
600 тm
400 тm —](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F20ff780f-fb38-4ab5-b562-9afc1a397dea%2F0b0997cc-435c-4841-bf3b-f63c3e9d77e3%2Fu57c58e_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q2// A 600 x 400mm rectangular tied column shown below support an axial
compressive factored load P, = 3100 kN. Factored moment at top and bottom are
equal and causing double curvature, Mns = 188 kN.m and M, :
column is safe. Use fe = 27.6 MPa, fy = 414 MPa, lu = 5.3m , k(sway)
165 kN. m.Find if
%3D
1.32, k(nonsway) = 0.71, Q = 0.28, Ba
= 0.0 for the sway loading, Ba = 0.48 for
%3D
the non-sway loading.
axis of bending
60 тm
16 — 20тт +
600 тm
400 тm —
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