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9330 4TH AVE SE 2014 Plans 2022-11-22
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9330 4TH AVE SE 2014 Plans 2022-11-22
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Last modified
11/22/2022 3:58:01 PM
Creation date
7/31/2018 8:39:20 AM
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Template:
Address Document
Street Name
4TH AVE SE
Street Number
9330
Permit
C1408-019
Year
2014
Notes
RB1408-001 NEW SFR
Address Document Type
Plans
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PLAN 1875 <br /> BeamChek v2077 licensed to: Michael Johnson Reg#7992-66428 <br /> PLAN 1875 GARAGE <br /> GB-3 Date:6/18/14 <br /> Selection 5-1/8x 15 GLB 24F-V4 OF/OF Lu =0.0 Ft <br /> Conditions N�S 2005 <br /> Min Bearing Area R1= 11.3 in' R2=8.9 in' (L5) DL Defl= 027 in Recom Camber- 0.41 in <br /> Data Beam Span 16.0 ft Reaction 1 LL 4668# Reaction 2 LL 4049# <br /> Beam Wt perR 18.68# Reaction 1 TL 7320# Reaction 2 TL 5762# <br /> Bm Wt lncluded 299# Maximum V 7320# <br /> Max Moment 27754'# Mau V(Reduced) 6547# <br /> TL Mau Defl L/240 TL Actual Defl L/316 <br /> LL Max Defl L/360 LL Actual Defl L/571 <br /> Attnbutes Section in Shear in' TLDefl in) LLDefl <br /> Actual 192.19 76.88 0.61 034 <br /> Cntical 13877 4092 0.80 Q53 <br /> Status OK OK OK OK <br /> Ratio 72% 53% 76% 63% <br /> Fb si Fv si) E (psi x mil) Fc I si) <br /> Values Reference Values 2400 240 1.8 650 <br /> Ad'usted Values 2400 240 1.8 650 <br /> Adiustments 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 /> G Stability 1.0000 Rb= 0.00 Le= 0.00 Ft <br /> Loads <br /> � PointLL PointTL Distance ParUnifLL PaNnifTL Start End I <br /> 1267 B =2613 4.5 480 H =600 0 4.5 <br /> C=800 4.5 460 I =580 45 16.0 <br /> I <br /> 0 <br /> Ptloads: ❑8 <br /> 0 0 <br /> Ri = 7320 R2= 5762 <br /> SPAN= i6 FT <br /> Uniform and partial unifo�loads are Ibs per lineal R. <br />
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