1215 80TH ST SW 2026-01-12 - Laserfiche WebLink

Company : Engineers Northwest inc_ 4/1312022 11IRMA Designer � 10:24-40 AM ,lob Number � 4°tf Checked By:- IVAN Model Name : S . 9 I Member Point Loads Member Label Direction Ma nitude k,k-ftj Location ft, aie Inactive k,k-ft), in, rad , k*elft k"sz"ft 1 M 9 Y -10.8 14.5 Active 2 M1 _ Y -10.8 28.5 Active ! 3 M 1 Y -1 o.8 - --�-42.4 -- -_ - Active 4 1. M2 Y -10.8 I 5 � - Active 5 M2��- Y -10.4 _. 19 -�-- Active 6 _ M2 -- Y is -10 32� Active I 7 IIA2 i Y -10 -i�--+i4.9 I - Active ---` 18 - M3 Y -10A I - 4 I__- Active _ 9 1 M3 _ Y -10.4 -. _ 18 Active 101 M3 Y _.�. -10.4 I 31 Active ---� 11I. M3 i Y 1 -10.4 1 44.9 Active 112! M4 Y l -10 i 4 I Active 131 M4 Y -10.4 1 - 18 µ] Active- 141 M4 Y j -10.8 31 _ Active 151 M4 Y -10.8 44.9 ! Active Member Point Loads Member Label Direction Magnitude(k, k-ttl Location((ft,%)I Inactive f(k,k-ft ,(in. rad), (k"s2lft, k"s2*ft 1 M1 I Y -19.2 1 14.6 Active . 2 1 M1 Y -19.2 -_ 28.5 Active 3 M1 Y -19.2 I 42.4 .Active -� I 1 4 I: M2 Y T -19.2 j _ 5 Active S M2 Y ! -18.5 I 19 Active 6 M2 Y -17.9 32 ! Active -' 7 M2 _Y 1 -- _17.9 44.9 ( Active _ 8 M3 Y -1$.5 � 4 _ Active 9 I M3 Y -18.5 Y 18 - Active 10 i M3 i Y -18.5 31 ��- Active _- 11 M3 Y -_� -18.5 44.9 Active �- 12 M4 i Y ! -17.9_ 4 �� Active 131 M4 Y _l T 18.5 18 Active 141 M4 I Y _1 -19.2_ 1 31 -Active 15 M4 Y -19.2 44.9 - Active Load Combinations Description Solve PDelta BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 Deflection 1 I Yes Y F DL 1 1 i _ - 1. { _ 12i Deflection 2 1 Yes I Y 131 Deflection 3 1 Yes 1 Y I DL 1 9 1 LL I _ _.I..__ 4� ASCE Strength 1 1 Yes Y DL. 1.4 S.ASCE Strength 2(bj Yes 1 Y I DL 1 1.2 -LL B 1i LLS 1.6 ] SL T 6.5 6=ASCE Strength 3 c ! Yes i Y t DL 1.2 SL 13 ! I j L 71 ASCE Stren th 6 1 Yes 1 Y -DL 1.2 Sde[) 0.2 EL 1_ LL ; 0.5 LLS I 1 I SL�;fl SI ASCE Stren h 7 Yes Y ! DL i 0.9 iSds*DL -0.2 I EL 1 Load Combination Design v Description Service Hot Roiled Cold Formed Wood Concrete Masonry AiDminu_m Stainless_Connection i1 Deflection 1 f Yes Yes ! Yes I Yes I Yes Yes Yes I Yes Y� Yes. 12! Deflection 2 Yes 1 Yes _Yes _ Yes Yes Yes Yes I Yes Yes 3 Qeflection 3 Yes Yes r- Yes - Yes Yes _ Yes Yes - Yes Yes 41 ASCE Strength 1 i Yes Yes Yes Yes _! Yes Yes c Yes ! Yes 5 ASCE Strenqjh 2 is I s'es - Yes Yes I Yes Yes Yes j Yes Yes 611 ASCE Stren th 3(c) I Yes I Yes 1 Yes 1 Yes Yes I Yes Yes I Yes 71 ASCE Strength S Yes -�Yes Yes Yes _ Yes I Yes 1 Yes ; Yeses 18. .-ASCE Strength 7 _-- I.. -_--Yes - I --Yes _. _._Yes_ j Yes € Yes f Yes _�Yes Yes {