Project data

Project data	Column
Date	11/22/2022
Design code	EN

Geometry

Analyzed members

AM1

Property	Value
Name	AM1
Members	M2
Cross-section	Rectangle 400, 250
Length	8.00 m
ey	0 mm
ez	0 mm
Begin	(0.00; 0.00; 0.00) m
End	(0.00; 0.00; 8.00) m
Member type	Column 1
Support Begin	■ X \| ■ Y \| ■ Z \| □ Rx \| □ Ry \| ■ Rz
Support End	□ X \| ■ Y \| ■ Z \| □ Rx \| □ Ry \| □ Rz

Related members

Member type

Column 1

Property	Value
Member type	Column
Name	Column 1
Carbonation	XC3
Chlorides	XD1
Chlorides from sea	Not allowed
Freeze/Thaw attack	Not allowed
Chemical attack	Not allowed
Effect considered	IsolatedMember
Geometric imperfections	BothDirections
Method of analysis	NominalCurvature
Factor c to y axis	UserDefined
cy	9.86960440108936
Factor c to z axis	UserDefined
cz	9.86960440108936

Cross-section

Rectangle 400, 250, Material: C25/30

Loading

LC1

Line load

Member	Begin [m]	End [m]	X [kN/m]	Y [kN/m]	Z [kN/m]	Location	Width [mm]	Ey [mm]
AM1	0.00	8.00	0.0	0.0	-10.0	Member axis	0	0

Point load

Member	N [kN]	Vy [kN]	Vz [kN]	Mx [kN]	My [kN]	Mz [kN]
AM1 / 1.00	-300.0	0.0	0.0	0.0	0.0	0.0

LC2

Line load

Member	Begin [m]	End [m]	X [kN/m]	Y [kN/m]	Z [kN/m]	Location	Width [mm]	Ey [mm]
AM1	0.00	8.00	0.0	0.0	-5.5	Member axis	0	0

Point load

Member	N [kN]	Vy [kN]	Vz [kN]	Mx [kN]	My [kN]	Mz [kN]
AM1 / 1.00	-200.0	0.0	0.0	0.0	0.0	0.0

LC3

Point load

Member	N [kN]	Vy [kN]	Vz [kN]	Mx [kN]	My [kN]	Mz [kN]
AM1 / 1.00	-150.0	0.0	0.0	0.0	0.0	0.0

Results - Materially non-linear analysis (MNA)

Load bearing resistance of the shear reinforcement is not checked by the GMNA. For the code-check of the shear reinforcement, run the Linear analysis.

Overall

ULS strength

Detailed concrete strength results

Members	LE	Position X [m]	σ_c [MPa]	σ_c,lim [MPa]	σ_c/σ_c,lim [%]	ε_c [1e-4]	ε_c,lim [1e-4]	ε_c/ε_c,lim [%]	Check
AM1	LE1	3.81	-12.2	-14.2	86.2	-12.6	-35.0	36.0	OK

Detailed reinforcement strength results

Members	LE	Position X [m]	σ_s [MPa]	σ_s,lim [MPa]	σ_s/σ_s,lim [%]	ε_s [1e-4]	ε_s,lim [1e-4]	ε_s/ε_s,lim [%]	Check
AM1	LE1	3.81	235.8	469.6	50.2	11.8	500.0	2.4	OK

SLS Char strength

Detailed concrete strength results

Members	LE	Position X [m]	σ_c [MPa]	σ_c,lim [MPa]	σ_c/σ_c,lim [%]	ε_c [1e-4]	ε_c,lim [1e-4]	ε_c/ε_c,lim [%]	Check
AM1	LE2	3.81	-10.9	-15.0	72.5	-3.5	-4.8	72.5	OK

Detailed reinforcement strength results

Members	LE	Position X [m]	σ_s [MPa]	σ_s,lim [MPa]	σ_s/σ_s,lim [%]	ε_s [1e-4]	ε_s,lim [1e-4]	ε_s/ε_s,lim [%]	Check
AM1	LE2	3.81	84.8	400.0	21.2	4.2	20.0	21.2	OK

SLS QP strength

Detailed concrete strength results

Members	LE	Position X [m]	σ_c [MPa]	σ_c,lim [MPa]	σ_c/σ_c,lim [%]	ε_c [1e-4]	ε_c,lim [1e-4]	ε_c/ε_c,lim [%]	Check
AM1	LE3	0.06	-1.4	-11.3	12.4	-0.4	-3.6	12.4	OK

Results - Linear buckling analysis (LBA)

Linear buckling analysis (LBA)

Buckling

Normalized deflection, LE1, Buckling shape 1

Loads	1 [-]	2 [-]	3 [-]	4 [-]	5 [-]	6 [-]
LE1	8.43	21.52	33.53	74.73	84.83	131.13
LE2	12.65	32.28	50.30	112.10	127.24	196.69
LE3	16.86	43.04	67.07	149.47	169.65	262.25

Results - Geometrically and materially non-linear analysis (GMNIA)

Load bearing resistance of the shear reinforcement is not checked by the GMNA. For the code-check of the shear reinforcement, run the Linear analysis.

Overall

Imperfections

Loads		1	2	3	4	5	6
LE1	Buckling factor [-]	8.43	21.52	33.53	74.73	84.83	131.13
LE1	Amplitude [mm]	20	0	0	0	0	0
LE2	Buckling factor [-]	12.65	32.28	50.30	112.10	127.24	196.69
LE2	Amplitude [mm]	20	0	0	0	0	0
LE3	Buckling factor [-]	16.86	43.04	67.07	149.47	169.65	262.25
LE3	Amplitude [mm]	20	0	0	0	0	0

ULS strength

Detailed concrete strength results

Members	LE	Position X [m]	σ_c [MPa]	σ_c,lim [MPa]	σ_c/σ_c,lim [%]	ε_c [1e-4]	ε_c,lim [1e-4]	ε_c/ε_c,lim [%]	Check
AM1	LE1	4.06	-14.2	-14.2	100.0	-21.6	-35.0	61.8	OK

Detailed reinforcement strength results

Members	LE	Position X [m]	σ_s [MPa]	σ_s,lim [MPa]	σ_s/σ_s,lim [%]	ε_s [1e-4]	ε_s,lim [1e-4]	ε_s/ε_s,lim [%]	Check
AM1	LE1	3.81	406.1	469.6	86.5	20.3	500.0	4.1	OK

SLS Char strength

Detailed concrete strength results

Members	LE	Position X [m]	σ_c [MPa]	σ_c,lim [MPa]	σ_c/σ_c,lim [%]	ε_c [1e-4]	ε_c,lim [1e-4]	ε_c/ε_c,lim [%]	Check
AM1	LE2	3.81	-14.1	-15.0	93.7	-4.5	-4.8	93.7	OK

Detailed reinforcement strength results

Members	LE	Position X [m]	σ_s [MPa]	σ_s,lim [MPa]	σ_s/σ_s,lim [%]	ε_s [1e-4]	ε_s,lim [1e-4]	ε_s/ε_s,lim [%]	Check
AM1	LE2	3.81	107.9	400.0	27.0	5.4	20.0	27.0	OK

SLS QP strength

Detailed concrete strength results

Members	LE	Position X [m]	σ_c [MPa]	σ_c,lim [MPa]	σ_c/σ_c,lim [%]	ε_c [1e-4]	ε_c,lim [1e-4]	ε_c/ε_c,lim [%]	Check
AM1	LE3	3.81	-2.1	-11.3	18.5	-0.7	-3.6	18.5	OK

Symbol explanation

Symbol	Explanation
Check	Result of the check

Software info

Application	IDEA StatiCa Member
Version	22.1.2.977
Developed by	IDEA StatiCa