Stub Column
Stub Column
Stub Column
ADEC
Section Sheet no./rev.
along 1-a 1
Calc. by Date Chk'd by Date App'd by Date
E 7/23/2022
Design summary
Description Unit Provided Required Utilisation Result
Moment capacity (y) kNm 58 14 0.24 PASS
Shear capacity (y) kN 64 1 0.02 PASS
Shear capacity (z) kN 64 1 0.02 PASS
z
z
300 mm
Concrete details
Concrete strength class; C20/25
Partial safety factor for concrete (2.4.2.4(1)); C = 1.50
Coefficient cc (3.1.6(1)); cc = 0.85
Maximum aggregate size; dg = 20 mm
Reinforcement details
Nominal cover to links; cnom = 30 mm
Longitudinal bar diameter; = 16 mm
Link diameter; v = 8 mm
Total number of longitudinal bars; N=4
No. of bars per face parallel to y axis; Ny = ;2
No. of bars per face parallel to z axis; Nz = ;2
Area of longitudinal reinforcement; As = N 2 / 4 = 804 mm2
Characteristic yield strength; fyk = 410 N/mm2
Project Job Ref.
ADEC
Section Sheet no./rev.
along 1-a 2
Calc. by Date Chk'd by Date App'd by Date
E 7/23/2022
Strain limits
Compression strain limit (Table 3.1); cu3 = 0.00350
Pure compression strain limit (Table 3.1); c3 = 0.00175
ADEC
Section Sheet no./rev.
along 1-a 3
Calc. by Date Chk'd by Date App'd by Date
E 7/23/2022
ADEC
Section Sheet no./rev.
along 1-a 4
Calc. by Date Chk'd by Date App'd by Date
E 7/23/2022