Zed section shape

InputGeometry
﻿﻿d
:3.62 in​
﻿
﻿﻿b
:1.25 in​
﻿
﻿﻿L
:5.00 ft​
﻿
﻿﻿t
:0.0713 in​
﻿
﻿﻿l
:0.188 in​
﻿
﻿﻿r_out
:0.178 in​
﻿
Advanced properties for analysis
﻿﻿n_r
:22.00​
﻿
﻿
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﻿
Material
﻿﻿fy
:33.00 ksi​
﻿
﻿﻿G
:80.00 GPa​
﻿
﻿﻿E
:200.00 GPa​
﻿
﻿﻿u﻿
:0.30​
﻿
Loads
﻿﻿M_A
:372.00 lbf ft​
﻿
﻿﻿M_B
:372.00 lbf ft​
﻿
﻿
﻿
OutputProperties
properties_table﻿
Property
Symbol
Value
Gross section area
A
{"mathjs": "Unit", "value": 0.41999999999999993, "unit": "in^2", "fixPrefix": false}
Inertia x
Ixx
{"mathjs": "Unit", "value": 0.79, "unit": "in^4", "fixPrefix": false}
Inertia y
Iyy
{"mathjs": "Unit", "value": 0.06, "unit": "in^4", "fixPrefix": false}
﻿
Flexural Strength﻿﻿Mne
:1,046.667 lbf ft​
﻿
Details
The nominal flexural strength [resistance], ﻿Mne​
, for yielding and global (lateral-torsional) buckling considering capacity up yo first yield shall be calculated in accordance with:
﻿
Mne=SfFn≤My    (Eq. F2.1−1)M_{ne}=S_fF_n\le M_y \space \space \space \space (Eq. \space F2.1-1)Mne​=Sf​Fn​≤My​    (Eq. F2.1−1)
Where:
﻿﻿Mne​
: Nominal flexural strength [resistance] for yielding and global buckling.
﻿﻿Sf​
: Elastic section modulus of full unreduced section relative to extreme compression fiber.
﻿﻿Fn​
: Flexural Stress
﻿﻿My​
: ﻿Sfy​Fy​
          (Eq. F2.1-2)
﻿
Shear Strength﻿﻿Vn
:4,608 lbf​
﻿
Details
The nominal shear strength [resistance], ﻿Vn​
, of flexural members without holes in the web shall be calculated in accordance with:
﻿
Vn=Vy for λv≤0.815V_{n}=V_y \space for \space\lambda_v\le 0.815Vn​=Vy​ for λv​≤0.815
﻿﻿(Eq.G2.1−1)
﻿
﻿
Vn=0.815VcrVy for 0.815<λv≤1.227 V_n = 0.815\sqrt{V_{cr}V_y} \space for \space0.815 <\lambda_v\le 1.227 \spaceVn​=0.815Vcr​Vy​​ for 0.815<λv​≤1.227 
﻿﻿(Eq.G2.1−2a)
﻿
﻿
Vn=Vcr for λv>1.227V_n = V_{cr} \space for \space  \lambda_v > 1.227Vn​=Vcr​ for λv​>1.227
Where:
﻿﻿λv​=Vcr​Vy​​​
                       (Eq. G2.1-4)
﻿﻿Vy​
: Yield shear for of cross-section
     ﻿=0.6Aw​Fy​
                      (Eq. G2.1-5)
﻿

Property	Symbol	Value
Gross section area	A	{"mathjs": "Unit", "value": 0.41999999999999993, "unit": "in^2", "fixPrefix": false}
Inertia x	Ixx	{"mathjs": "Unit", "value": 0.79, "unit": "in^4", "fixPrefix": false}
Inertia y	Iyy	{"mathjs": "Unit", "value": 0.06, "unit": "in^4", "fixPrefix": false}