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JOB NO 149 1 (503) 968-9994 p (503) 968-8444 f J____ SHEET S'-t OF 1 Structural Calculations for Truss Repair at 10540 Del Monte Drive Tigard, Oregon September 23, 2014 DESIGN PARAMETERS 2012 Oregon Structural Specialty Code Live Load 25 psf top chord 10 psf bottom chord Dead Load 7 psf top chord 10 psf bottom chord S-RUCrulRgt Scope of Work: ' PRO/V, These calculations are fora repair to two (2) kinds of existing wood framed trusses with rotted top chords. I A • lit 4bNR. HP EXP: 6/30/fc III�IIf ` o� va o _EN/ C By: hk: sr Date: — — Consulting Engineers Date: otructuraL Engineering Job #: 14305 (503) 968-9994 (phone) (503) 968-8444(fax) Sheet: Of: . . I ! . . 1 ' . (;` • I • , • 141cAi4ep -, 1 pi_ : ' H • . .._ _, ,. •. i. , . _.. 20, ..._51..,____,.______,_______1_______LL__ ' • po- tiop; ! , ittlisk CL V 1 i __. 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Del Monte Truss 1 a _ SR Sept 19, 2014 at 8:02 AM 14305 Truss 1.R2D Company Hayden Consulting Engineers Sept 19 2014 Designer : SR 8:41 AMVi Job Number : 14305 Del Monte Truss 1 Checked By: Member Section Forces (By Combination) IC_ _- Member Label Sec /Vialkj Shearfkl_____ .Moment[k-ft] 1 - M1 -2 •' .27 0 183 NW -2.69 Q 1 •• -,1_35___ - 83 H :2:M2 �� - • • .13 -`64 H _ .. - • -.845 _4__ . . - -.1 -,I4. -- 10 5 -1.828 -.26 0 11 1 1J 1 _. - •' .27 0 H- 2 -2.69 .135 -.683 3 _- 2 •' -.911 - :: 5 - - 7 I la I ��_ _. 2_662 -.084 0 � i -'i-MIIIIIIIIIII.r _ ••• I �i '1 4 m 2. 3 ;0;. 0 a� 181: -. 4_-. 0 • l 1111MT3M1 -.0!7 -422 FM IIMIRM .906 Q__ __ .563 VIII 1=111•111 .1� .422 Vi IMMO 2.986 - - .194 - 0 Mi ,i, - 17 1 0 IMII.1 1 29 Mill -1.073 0 0 i _ I 1 Q Ec' .366 0 0 c: I O._ NM © .3.6 1 0 NI- :366 0 0 H 1 2.628 :167 0 2.•l�_ �: -.313 c ]. 2.696 - - 0 -.418 • .s: 1 1iL. 1 -.a22 43 0 -. 63 4 2.946 -.097 -.422 5 2.986 -.194 0 •,: „ 1 I - , I 1 47 NM - 0 3 1 0 1 1 I ErI OM -1073 Q— 1 Viii -117 0 1 51 1v - -M11 � -6 I IMII 3 , MUM •6 —9 _0 54 -i - Illit' . •1• 0 -� 55 , 1—_ 5 -_ .366 0 RISA-2D Version 9.0.0 [Z:\projects\2014 Projects114305 Del Monte Truss Repair\Truss 1.R2D] Page A I. • s Hayden Con suiting Engine... Del Monte Truss 2 SR Sept 19, 2014 at 8:11 AM 14305 Truss 2.R2D Company Hayden Consulting Engineers Sept 19 2014 Designer • SR 8:37 ABM Job Number : 14305 Del Monte Truss 2 Checked By: Member Section Forces (By Combination) LC Member Label Sec AXialtk1—_ Sheer[kl MQ ] 1 1 M1 1 -1.123 .18 4 0 2 __2— -1.123 .09 7304 3 -1.123 . 0 -.405 WM 4 -1.123 -.09 -.304 Uii 5 -1,123 -.18 0 6 .. 1. M2 1 0 .18 0 7 ' 2 0 .09 -.304 3 0 0 -405 Ni -_ f 4 I _0 -.09 304 10 5 Q -.18 0 1 1 M3 ._ _ 1 _ _ .756 0 0 MI 2 .756 0 0 3 .756 0 0 4— .756 0 0 --- 111 5 756 0 0 16 1 M4 1 .576 0 0 1 2 .576 0 _ ___ 0 3 .5T6 0 0 IR 4 7• 0 0 20 I 5 .576 0 0 1 - 28 .266 0 22 1.272 ' .133 -.486 I MIIIMILT - — -.486 IMI NIMME _-v 266 0 26 1 - Mill 1.328 .266 0 7 1.272 1 -.484. IFIll 17 • - 8 ION =11111=3111111 -- -.133 - 6_ _.. 30 ME 1.1°6 -.266 0 1 1 _ M7 -1 • :2 I __9 ill -1.462 0 0 -1.462 0 0 - 0 0 EMI - - . • 0 0 RISA-2D Version 9.0.0 [Z:\projects\2014 Projects114305 Del Monte Truss Repair\Truss 2.R2D] Page ``%