Double Angle Bar 391u3m

midas Gen

Steel Checking Result PMENG'G TECHNIC INC. Project Title

Author

Shadz

C:\...\Desktop\FLATFORM.mgb

1. Design Information Design Code

: AISC(13th)-LRFD05

Unit System

: kN, m

Member No

:1

Material

: A36 (No:1)

Section Name

: 2L2X2X3/16X3/8 (No:1)

0.0508

File Name

z

0.0047625

Company

y

0.0047625

(Fy = 248211, Es = 199948024)

0.0508

(Rolled : 2L2X2X3/16X3/8). Member Length : 1.30000

2. Member Forces Axial Force

Fxx = 0.00000 (LCB: 1, POS:J)

Bending Moments

My = -1.1971, Mz = 0.00000

End Moments

Myi = -1.1971, Myj = -1.1971 (for Lb) Myi = -1.1971, Myj = -1.1971 (for Ly) Mzi = 0.00000, Mzj = 0.00000 (for Lz)

Shear Forces

Fyy = 0.00000 (LCB: 1, POS:I)

Depth 0.05080 Web Thick 0.00476 Flg Width 0.05080 Flg Thick 0.00476 BTB Spacing 0.00952 Area Qyb Iyy Ybar Syy ry

0.00093 0.00066 0.00000 0.05556 0.00001 0.01554

Asz Qzb Izz Zbar Szz rz

0.00032 0.00129 0.00000 0.03655 0.00001 0.02456

Fzz = 5.52517 (LCB: 1, POS:J)

3. Design Parameters Unbraced Lengths

Ly = 1.30000,

Lz = 1.30000,

Effective Length Factors

Ky = 1.00, Kz = 1.00

Lb = 1.30000

Moment Factor / Bending Coefficient

4. Checking Results

Cmy = 1.00, Cmz = 1.00, Cb = 1.00

Slenderness Ratio L/r

= 83.6 < 300.0 (LCB: 1)............................................. O.K

Axial Strength Pr/Pc

= 0.000/207.536 = 0.000 < 1.000 ...................................... O.K

Bending Strength Mry/Mcy

= 1.19712/1.37643 = 0.870 < 1.000 ................................... O.K

Mrz/Mcz

= 0.00000/2.29144 = 0.000 < 1.000 ................................... O.K

Combined Strength (Tension+Bending) Pr/Pc = 0.00 < 0.20 Rmax = Pr/(2*Pc) + [Mry/Mcy + Mrz/Mcz] = 0.870 < 1.000 ............................ O.K Shear Strength Vry/Vcy

= 0.000 < 1.000 ...................................................... O.K

Vrz/Vcz

= 0.085 < 1.000 ...................................................... O.K

Modeling, Integrated Design & Analysis Software

Print Date/Time : 10/10/2017 16:23