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1722 100TH ST SW 2025-11-07
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1722 100TH ST SW 2025-11-07
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Last modified
11/7/2025 11:48:44 AM
Creation date
11/7/2025 10:48:25 AM
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Address Document
Street Name
100TH ST SW
Street Number
1722
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BeamChek v2019 licensed to.Nash and Associates Reg#6464-622 <br /> B-7 MAIN FLOOR <br /> COVERED DECK Date:4115/21 <br /> Se ection 5-118715 GLB 24F-V4 DF/DF Lu=0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1=5.4 in R2=5.4 inZ (1.5)DL Deft= 0.07 in Recom Camber--0.10 in <br /> Data Beam Span 16.0 ft Reaction 1 LL 2880# Reaction 2 LL 2880# <br /> Beam Wt per ft 18.68# Reaction 1 TL 3509# Reaction 2 TL 3509# <br /> Bm Wt Included 299# Maximum V 3509# <br /> Max Moment 14038# Max V(Reduced) 2961 # <br /> TL Max Defl L/240 TL Actual Defl L/708 <br /> LL Max Defl L/360 LL Actua I Defl L/940 <br /> Attributes Section in' Shear ins TL Defl in LL Deft <br /> Actual 192.19 76.88 0.27 0.20 <br /> Critical 70.19 18.51 0.80 0.53 <br /> Status OK OK OK OK <br /> Ratio 37% 24% 34% 38% <br /> Fb si Fv(psi) E(�si x mil) FS— s's <br /> values Reference Values 2400 240 1.8 650 <br /> A usted Values 2400 240 1.8 650 <br /> Adjustments Cv Volume 1.000 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress N/A <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> Cl Stability 1,0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:360 Uniform TL.420 =A <br /> Uniform Load A <br /> Z <br /> R1 =3509 R2=3509 <br /> SPAN=16 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />
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