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Calculation: DALOWWJ Derivation (25-)
<br />B2 Loading
<br />Dead Load (for Load combinations ody)
<br />LI:
<br />12
<br />ft.
<br />Mµb1,,,R1-d Rz): 14.83 k-in.
<br />L2:
<br />5.5
<br />ft.
<br />M2(M a2): 19.97 k-m.
<br />W:
<br />110
<br />plc
<br />Mb!,: 19.97 k-in.
<br />Ri VI: 0.52 k
<br />x, R,
<br />Rz V2+V3: 1.40 k
<br />V2: 0.61 k
<br />V3: 0.80 k
<br />V,,,x: 0.80 k !
<br />Snow Load (for Load combinations only)
<br />LI:
<br />12
<br />ft.
<br />M gbl„n Rl a,d 112): 18.53 k-in.
<br />1,2:
<br />5.5
<br />ft,
<br />M2(A,R2): 24.96 k-in.
<br />(-L� a
<br />It,:
<br />137.5
<br />plf
<br />Mbn,,: 24.96 k-in.
<br />R,�VI: 0.65 k
<br />x, R,
<br />Ri V2+V3: 1.75 k
<br />V2: 0.76 k
<br />V3: 1.00 k
<br />Vb,,,: 1.00 k
<br />LI,.R (for Load combinations only)
<br />Li:
<br />12
<br />ft.
<br />Mlro,,,,, RI d R2): 14.83 k-in.
<br />L2:
<br />5.5
<br />fl.
<br />M2(A, R2): 19.97 k-in.
<br />w:
<br />110
<br />Plf
<br />Mn!,: 19.97 k-in.
<br />!
<br />RI -VI: 0.52 k
<br />Akh R WR,
<br />Ry V2+V,: 1.40 k !
<br />V2: 0.61 k
<br />V3: 0.80 k
<br />VbIAI: 0.80 k
<br />WL+ (for Load combinations only)
<br />LI:
<br />12
<br />ft.
<br />MI(bi III �d R2): 7.12 k-m.
<br />L2:
<br />5.5
<br />ft.
<br />M2(11 112): 9.58 k-in.
<br />52.8
<br />Of
<br />Ivlb),,: 9.58 k-in.
<br />Ri VI: 0.25 k
<br />,!
<br />Ah a, Wit,
<br />Rz V2+V3: 0.67 k !
<br />V2: 0.29 k
<br />V3: 0.38 k
<br />V,,,x: 0.38 k !
<br />WL- (for Load combinations only)
<br />LI:
<br />12
<br />ft.
<br />MI(bl. RI �d R2): -10.73 k-in.
<br />1-2:
<br />5.5
<br />ft.
<br />M2(A,ma: -14.43 k-in.
<br />nn:
<br />-79.6
<br />plf
<br />M,,: -10.73 k-in.
<br />„�.
<br />R,=VI: -0.38 k
<br />AN R, R,
<br />Rz V2+V3: -1.02 k !
<br />V2: -0.44 k
<br />V3: -0.58 k
<br />V,,,r,: 0.58 k !
<br />ASD Factored Total
<br />Load Delivered
<br />Li:
<br />12
<br />ft.
<br />MI(b,,,,,RIw,dR2): 33.36 k-ia of(2)OWWI
<br />L2:
<br />5.5
<br />ft.
<br />M2(A, R2): 44.92 k-at
<br />''
<br />iv:
<br />247.5
<br />plf
<br />MAI,,: 44.92 k-" .
<br />R,=VI: 1.17Ir
<br />R, it,
<br />Rz V2+V3: 3.16 k !
<br />V2: 1.36 k
<br />V3: 1.80 k
<br />®1i
<br />VnIAs: 1.80 k
<br />ff
<br />13228 NE 20th M., Suite IUU, Bellevue, INA VM3 1 (+e3) 0111-UV4V
<br />Project SOUII1 Point Plaza
<br />Pg. No: B - 26
<br />Address: 10121 Evergreen Way Rl Everelt,RlA 98204
<br />Date: 6/27/23
<br />Client: SDII Architects, LLC
<br />Job No.: 23136
<br />
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