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3201 S Halladay St - Plan
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3201 S Halladay St - Plan
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Last modified
11/13/2025 6:02:20 AM
Creation date
6/5/2025 7:32:47 AM
Metadata
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Template:
Plan
Permit Number
20183890
30147713
40139478
101120672
101120687
Full Address
3201 S Halladay St
Street Number
3201
Street Direction
S
Street Name
Halladay
Street Suffix
St
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Detail Report: M16 <br />Load Combination:Envelope Code check:0.133 (LC 19) <br />y <br />z <br />y <br />z <br />x <br />Input Data <br />Shape:L2.5X2.5X3/16 <br />Member Type:Beam <br />Length (in):175 <br />Material Type:Hot Rolled Steel <br />Design Rule:Typical <br />Internal Sections:97 <br />Design Code:AISC 15th (360-16): <br />ASD <br />I Node:N3 <br />J Node:N4 <br />I Release:Fixed <br />J Release:Fixed <br />I Offset:N/A <br />J Offset:N/A <br />T/C Only:Both Way <br />Material Properties <br />Material:A36 Gr.36 <br />E (ksi):29000 <br />G (ksi):11154 <br />Nu:0.3 <br />Therm. Coeff. (/1E5 <br />F): <br />0.65 <br />Density (k/ft ):3 0.49 <br />Fy (ksi):36 <br />R :y 1.5 <br />Fu (ksi):58 <br />R :t 1.2 <br />M16 <br />N3 N4 <br />AISC 15th (360-16): ASD Code Check <br />Limit State Gov. LC Required Available Unity Check Result <br />Applied Loading - Bending/Axial 19 ---- <br />Applied Loading - Shear + Torsion 3 ---- <br />Axial Tension Analysis 19 0 k 19.423 k -- <br />Axial Compression Analysis 19 0.091 k 1.027 k -- <br />Flexural Analysis (Strong Axis)19 0.022 k-ft 0.783 k-ft -- <br />Flexural Analysis (Weak Axis)- 0.009 k-ft 0.581 k-ft -- <br />Shear Analysis (Major Axis y)3 0.017 k 6.079 k 0.003 PASS <br />Shear Analysis (Minor Axis z)3 0.051 k 6.079 k 0.008 PASS <br />Bending & Axial Interaction Check (UC Bending Max)19 --0.133 PASS <br />RISA-3D Version 22 [ Risa_01.r3d ] <br />Company <br />Designer <br />Job Number <br />Model Name <br />: <br />: <br />: <br />: <br />DOTec Corp. <br />MA <br />B2411094_000 <br />RL Construction <br />Checked By : ALG <br />3/6/2025 <br />1:16:17 PM <br />78 of 89 <br />3201 S Halladay St <br />5/5/2025
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