Loading...
HomeMy WebLinkAboutPlansProject Name: Terra Energy - Building NO. 42286 Equipment: Compressor Building By: JDH Checked By: Inputs Purlin Section Wall and Roof Section Section Information Wall ≔Ixweff =⋅3.55 in 4 %50 1.775 in 4 50% of cross section is conservative ≔Cw 20 in ≔Agweff 1.64 in 2 ≔yw 1.87 in ≔Sweff =――Ixweff yw 0.949 in 3 Roof ≔Ixreff =⋅3.55 in 4 %50 1.775 in 4 50% of cross section is conservative ≔Cr 20 in ≔Agreff 1.64 in 2 ≔yr 1.87 in ≔Sreff =――Ixreff yr 0.949 in 3 Purlin ≔Ixpeff =⋅55.42 in 4 %50 27.71 in 4 50% of cross section is conservative ≔Lpmax 13.333 ft ≔Agpeff 4.27 in 2 ≔yp 6.88 in ≔Speff =――Ixpeff yp 4.028 in 3 Tie Rod Beam HSS 2x2x1/8 Section ≔Ixtreff 0.486 in 4 ≔Agtreff 0.840 in 2 ≔Streff 0.486 in 3 ≔Ltrmax =+――23 ft 2 ――8 ft 2 15.5 ft Structure Information ≔Hs +14 ft 0 in ≔Spb 8 in Screw Spacing for Wall Panels ≔Hr +2 ft 4 in ≔Vscrew 0.523 kip Screw Shear Strength Table IV-9a (AISI 2016) ≔Ws +19 ft 9 in ≔Ls +31 ft 2 in ≔Ds 7.8 kip Page 1 Project Name: Terra Energy - Building NO. 42286 Equipment: Compressor Building By: JDH Checked By: Input Load Data Dead Load ≔Dp 10 psf Sum of all Insulation and Panels Live Load ≔Lf 40 psf ≔Lr 20 psf Snow Load ≔pg 50 psf ASCE 7-10 Figure 7-1 ≔Ce 1 ASCE 7-10 Table 7-2 ≔Ct 1 ASCE 7-10 Table 7-3 ≔Is 1.1 ASCE 7-10 Table 1.5-1 Wind Load ≔V 120 ASCE 7-10 Figure 26.5-1A-C ≔Kd 0.95 ASCE 7-10 Table 26.6-1 ≔Kzt 1 ASCE 7-10 Section 26.8.2 ≔G 0.85 ASCE 7-10 Section 26.9 ≔Kz 0.9 ASCE 7-10 Table 27.3-1 ≔Cf 1 ASCE 7-10 Figure 29.5-1 Assumed 1.0 Conservatively Seismic Load ≔Ss 0.321 ASCE 7-10 Figure 22-1 or Geotech Report or USGS ≔Fa 1.6 ASCE 7-10 Table 11.4-1 ≔Sms =⋅Fa Ss 0.514 ≔Sds =⋅―2 3 Sms 0.342 ≔R 3 ASCE 7-10 Table 15.4-2 ≔Ie 1.25 ASCE 7-10 Table 1.5-1 Ice Load ≔Ii 1.25 ASCE 7-10 Table 1.5-1 ≔ti 0.25 in ASCE 7-10 Figure 10.2 ≔ρi 56 pcf Constants ≔fy 36 ksi ≔fnv 68 ksi ≔fw 70 ksi ≔E 29000 ksi ≔Ωa 1.8 ≔μ 0.3 ≔Ωb 1.67 ≔kw 0.425 Table C-1-1 (AISI Spec 2016) ≔Ωl 3 ≔kr 0.425 Table C-1-1 (AISI Spec 2016) ≔Ωbolt 2 ≔k 1 ≔Ωweld 2 Page 2 Project Name: Terra Energy - Building NO. 42286 Equipment: Compressor Building By: JDH Checked By: Loads Dead Loads =Dp 10 psf Live Loads =Lf 40 psf =Lr 20 psf Snow Loads =pg 50 psf =Ce 1 =Ct 1 =Is 1.1 ≔Sp =⋅⋅⋅⋅0.7 Ce Ct pg Is 38.5 psf Wind Loads =Kz 0.9 =Kd 0.95 =Kzt 1 =V 120 =G 0.85 ≔GCpi 0.18 ≔Cpww 0.8 ≔Cplw =if else if else ≤――Ls Ws 1 ‖‖-0.5 <<1 ――Ls Ws 4 ‖‖-0.3 ‖‖-0.2 -0.3 ≔qz =⋅⋅⋅⋅⋅0.00256 Kz Kzt Kd V 2 psf 31.519 psf ≔Www =-⋅⋅qz G Cpww ⋅qz GCpi 15.759 psf ≔Wlw =-⋅⋅qz G Cplw ⋅qz GCpi -13.711 psf ≔Wp =-Www Wlw 29.47 psf ≔Wup =⋅⋅qz G Cpww 21.433 psf Seismic Loads =Sds 0.342 =R 3 =Ie 1.25 ≔Cs =――Sds ⎛ ⎜⎝ ―R Ie ⎞ ⎟⎠ 0.143 ≔Ep =―――⋅Cs Ds ⋅Ls Ws 1.808 psf Ice Loads ≔fz = ⎛ ⎜⎝――Hs 33 ft ⎞ ⎟⎠ 0.10 0.918 ≔td =⋅⋅⋅⋅2.0 ti Ii fz Kzt 0.35 0.574 in ≔Ip =⋅⋅π ρi td 8.41 psf Page 3 Project Name: Terra Energy - Building NO. 42286 Equipment: Compressor Building By: JDH Checked By: Load Combinations ASD D L Lr S W E 1 D 2 D+L 3.a D+(Lr or S or R) 3.b D+(Lr or S or R) 4.a D+0.75L+0.75(Lr or S or R) 4.b D+0.75L+0.75(Lr or S or R) 5.a D+(0.6W or 0.7E) 5.b D+(0.6W or 0.7E) 6.a D+0.75L+0.75(0.6W or 0.7 E)+0.75S 6.b D+0.75L+0.75(0.6W or 0.7 E)+0.75S 7 0.6D+0.6W 8 0.6D+0.7E ≔FASD 1 0 0 0 0 0 1 1 0 0 0 0 1 0 1 0 0 0 1 0 0 1 0 0 1 0.75 0.75 0 0 0 1 0.75 0 0.75 0 0 1 0 0 0 0.6 0 1 0 0 0 0 0.7 1 0.75 0 0.75 0.45 0 1 0.75 0 0.75 0 0.525 0.6 0 0 0 0.6 0 0.6 0 0 0 0 0.7 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ ≔AASDf = Dp Lf 0 0 0 0 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ 10 40 0 0 0 0 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ psf ≔AASDr = Dp 0 Lr Sp 0 0 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ 10 0 20 38.5 0 0 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ psf ≔LASD = 0 0 0 0 Wp Ep ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ 0 0 0 0 29.47 1.808 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ psf ≔PASDf ⋅FASD AASDf ≔PASDr ⋅FASD AASDr ≔HASD ⋅FASD LASD ≔Pmaxf =max ⎛⎝PASDf⎞⎠50 psf ≔Pmaxr =max ⎛⎝PASDr⎞⎠48.5 psf ≔Hmax =max ⎛⎝HASD⎞⎠17.682 psf ≔Pminf =min ⎛⎝PASDf⎞⎠6 psf ≔Pminr =min ⎛⎝PASDr⎞⎠6 psf ≔Hmin =min ⎛⎝HASD⎞⎠0 psf =PASDf 10 50 10 10 40 40 10 10 40 40 6 6 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ psf =PASDr 10 10 30 48.5 25 38.875 10 10 38.875 38.875 6 6 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ psf =HASD 0 0 0 0 0 0 17.682 1.265 13.262 0.949 17.682 1.265 ⎡ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢ ⎢⎣ ⎤ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥ ⎥⎦ psf Page 4 Project Name: Terra Energy - Building NO. 42286 Equipment: Compressor Building By: JDH Checked By: Design Checks Wall Axial ≔waw =⋅Pmaxr Cw 80.833 plf ≔Pw =―――⋅waw Ws 4 0.399 kip ≔rweff = ‾‾‾‾‾‾ ―――Ixweff Agweff 1.04 in ≔few =―――⋅π 2 E ⎛ ⎜ ⎝ ――⋅k Hs rweff ⎞ ⎟ ⎠ 2 10.976 ksi ≔λcw = ‾‾‾ ――fy few 1.811 ≔fnw =if ⎛ ⎜ ⎝ ,,≤λcw 1.5 ⎛⎝0.658 λcw 2 ⎞⎠fy ⎛ ⎜ ⎝ ――0.877 λcw 2 ⎞ ⎟ ⎠ fy ⎞ ⎟ ⎠ 9.626 ksi ≔Puw =⋅Agweff fnw 15.786 kip ≔Paw =――Puw Ωa 8.77 kip ≔Axialcheckw =if ⎛⎝,,<Pw Paw “OK” “Fail” ⎞⎠“OK” ≔FSaxialw =――Paw Pw 21.974 Wall Bending ≔wbw =⋅Hmax Cw 29.47 plf ≔Mw =―――⋅wbw Hs 2 8 0.722 ⋅kip ft ≔Muw =⋅Sweff fy 2.848 ⋅kip ft ≔Maw =――Muw Ωb 1.705 ⋅kip ft ≔Bendingcheckw =if ⎛⎝,,<Mw Maw “OK” “Fail” ⎞⎠“OK” ≔FSbendingw =――Maw Mw 2.362 Page 5 Project Name: Terra Energy - Building NO. 42286 Equipment: Compressor Building By: JDH Checked By: Wall Deflection ≔∆w =―――――⋅⋅5 wbw Hs 4 ⋅⋅384 E Ixweff 0.495 in ≔∆aw =――Hs 240 0.7 in ≔Deflectioncheckf =if ⎛⎝,,<∆w ∆aw “OK” “Fail” ⎞⎠“OK” Roof Bending ≔wbr =⋅Pmaxr Cr 80.833 plf ≔Mr =―――― ⋅wbr ⎛ ⎜⎝――Ws 2 ⎞ ⎟⎠ 2 8 0.985 ⋅kip ft ≔Mur =⋅Sreff fy 2.848 ⋅kip ft ≔Mar =――Mur Ωb 1.705 ⋅kip ft ≔Bendingcheckr =if ⎛⎝,,<Mr Mar “OK” “Fail” ⎞⎠“OK” ≔FSbendingr =――Mar Mr 1.731 Roof Deflection ≔∆r =――――― ⋅⋅5 wbr ⎛ ⎜⎝――Ws 2 ⎞ ⎟⎠ 4 ⋅⋅384 E Ixreff 0.336 in ≔∆ar =―― ――Ws 2 180 0.658 in ≔Deflectioncheckf =if ⎛⎝,,<∆r ∆ar “OK” “Fail” ⎞⎠“OK” Wall Connection Check ≔Vw =⋅⋅Hmax Hs Cw 0.413 kip ≔#screw =+Ceil ⎛ ⎜ ⎝ ,――――― ⎛⎝-Hs ⋅2.5 in 2⎞⎠ Spb 1 ⎞ ⎟ ⎠ 3 24 ≔Vaw =⋅Vscrew #screw 12.552 kip ≔Screwcheckf =if ⎛⎝,,<Vw Vaw “OK” “Fail” ⎞⎠“OK” ≔FSscrew =――Vaw Vw 30.423 Page 6 Project Name: Terra Energy - Building NO. 42286 Equipment: Compressor Building By: JDH Checked By: Purlin Bending ≔wbp =⋅Pmaxr ――Ws 4 239.469 plf ≔Mp =――――⋅wbp Lpmax 2 8 5.321 ⋅kip ft ≔Mup =⋅Speff fy 12.083 ⋅kip ft ≔Map =――Mup Ωb 7.235 ⋅kip ft ≔Bendingcheckp =if ⎛⎝,,<Mp Map “OK” “Fail” ⎞⎠“OK” ≔FSbendingp =――Map Mp 1.36 Purlin Deflection ≔∆p =―――――⋅⋅5 wbp Lpmax 4 ⋅⋅384 E Ixpeff 0.212 in ≔∆ap =――Lpmax 240 0.667 in ≔Deflectioncheckp =if ⎛⎝,,<∆p ∆ap “OK” “Fail” ⎞⎠“OK” Tie Rod Tension ≔wbtr =⋅Pmaxr Ltrmax 751.75 plf ≔Ptr =―――⋅wbtr Ws 2 7.424 kip ≔whtr =⋅Hmax Ltrmax 274.071 plf ≔Htr =⋅whtr ‾‾‾‾‾‾‾‾‾‾ +Hr 2 ⎛ ⎜⎝――Ws 2 ⎞ ⎟⎠ 2 2.781 kip ≔R1 =―――――― +⋅Htr ――Hr 2 ⋅Ptr ――Ws 2 Ws 3.876 kip ≔R2 =-Ptr R1 3.547 kip ≔Ttr = ⎛ ⎜ ⎜ ⎜⎝ ――― ⋅R1 ――Ws 2 Hr ⎞ ⎟ ⎟ ⎟⎠ 16.404 kip ≔Putr =⋅Agtreff fy 30.24 kip ≔Patr =――Putr Ωb 18.108 kip ≔Tesnionchecktr =if ⎛⎝,,<Ttr Patr “OK” “Fail” ⎞⎠“OK” ≔FStesniontr =――Patr Ttr 1.104 Page 7