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CITY OF SANTA ANA <br />anning and Building Agency <br />INPUT DATA & DESIGN SUMMARY <br />JOIST SPAN L = 20 <br />ft <br />DEAD LOAD DL = 5 <br />psf, (w/o self Wt) <br />LIVE LOAD I SNOW LL = 10 <br />psf <br />JOIST SPACING S = 16 <br />in o c. <br />DURATION FACTOR Ce = 1.25 <br />(NDS Tab. 2.3.2) <br />REPETITIVE FACTO (r = 1 15 <br />(NOS 4.3.9. For DSA, 1.0) <br />DEFLECTION LIMIT OF LIVE LOAD <br />d LL = L / 2,V <br />DEFLECTION LIMIT OF LONG-TERM LOAD d 1.5ML+e.331-1.) = L / 244, <br />DEFLECTION LIMIT OF TOTAL LOAD <br />d (DL-LL) = L / 1 FJ,, <br />LYSIS <br />T PROPERTIES & ALLOWABLE MOMENT & SHEAR <br />1. N. 1 r-la. cirJ areh I ASn R, innlnmoN. Tah S Aral <br />Deep (in) <br />Wt (lbsM) <br />M (ft-Ibs) <br />(Cr included) <br />V (Ibs) <br />El x 10' <br />(In`4bs) <br />4 <br />100 <br />344 <br />630 <br />9 <br />6 <br />2.00 <br />738 <br />990 <br />33 <br />8 <br />200 <br />1183 <br />1310 <br />76 <br />10 <br />300 <br />1767 <br />1670 <br />158 <br />12 <br />1 400 <br />2375 <br />2030 <br />285 <br />2x Stmrtural nnnalaa Flr.l .reh /A9n Runnlamants Tah 5 dal <br />Deep (in) <br />Wt (IbVfl) <br />M (fblbs) <br />G included) <br />V (Ibs) <br />EI x 10' <br />(in 2-bs) <br />4 <br />100 <br />574 <br />630 <br />10 <br />6 <br />200 <br />1225 <br />990 <br />40 <br />8 <br />200 <br />1975 <br />1310 <br />91 <br />10 <br />300 <br />2942 <br />1670 <br />188 <br />12 <br />1 4.00 <br />3958 <br />1 2030 <br />338 <br />T.11/1 RS I frnm Tn ciniol d I OA9 nave Sl <br />Deep (in) <br />Wt (Ibslfi) <br />M (11-Ibs) <br />V (Ibs) <br />EI x 10' <br />n'4bs <br />11718 <br />3.30 <br />6750 <br />1925 <br />450 <br />14 <br />360 <br />8030 <br />2125 <br />666 <br />16 <br />3-90 <br />9210 <br />2330 <br />913 <br />18 <br />420 <br />10380 <br />2535 <br />1205 <br />20 <br />4.40 <br />11540 <br />2740 <br />1545 <br />22 <br />470 <br />12690 <br />2935 <br />1934 <br />24 <br />5.00 <br />13030 <br />3060 <br />2374 <br />26 <br />530 <br />14960 <br />2900 <br />2868 <br />28 <br />5.50 <br />16085 <br />2900 <br />3417 <br />30 <br />580 <br />17205 <br />1 2900 <br />1 4025 <br />T.IIIL90 f frnm TnlrJnisl M 1 W2 nave 51 <br />Deep (in) <br />Wt (Ibslfll <br />M (11-Ibs) <br />V (Ibs) <br />El x 10° <br />in'-Ibs <br />11718 <br />4,20 <br />9605 <br />1925 <br />621 <br />14 <br />450 <br />11430 <br />2125 <br />913 <br />16 <br />4.70 <br />13115 <br />2330 <br />1246 <br />18 <br />5.00 <br />14785 <br />2535 <br />1635 <br />20 <br />5.30 <br />16435 <br />2740 <br />2085 <br />22 <br />560 <br />18075 <br />2935 <br />2597 <br />24 <br />580 <br />197DO <br />3060 <br />3172 <br />26 <br />610 <br />21315 <br />2900 <br />3814 <br />28 <br />640 <br />22915 <br />2900 <br />4525 <br />30 <br />660 <br />24510 <br />2900 <br />5306 <br />T IIIN0f1 / frnm T,­M a 1nP.1 no a 51 <br />Deep (in) <br />Wt (Ibs/ft) <br />M (ft-Ibs) <br />V (Ibs) <br />El x 10' <br />(in'-Ibs) <br />11718 <br />4.60 <br />10960 <br />1925 <br />687 <br />14 <br />490 <br />13090 <br />2125 <br />1015 <br />16 <br />520 <br />15065 <br />2330 <br />1389 <br />18 <br />540 <br />17010 <br />2535 <br />1827 <br />20 <br />570 <br />1B945 <br />2740 <br />2331 <br />22 <br />600 <br />20855 <br />2935 <br />2904 <br />24 <br />630 <br />22755 <br />3060 <br />3549 <br />26 <br />650 <br />24645 <br />2900 <br />4266 <br />28 <br />680 <br />26520 <br />2900 <br />5059 <br />30 <br />1 710 <br />28380 <br />2900 <br />5930 <br />AVAILABLE MINIMUM Douglas Fir -Larch SIZ S <br />2 x 8 No. 2 2 x 8 No. 1 2x_8 Structural <br />AVAILABLE MINIMUM TJI SIZES Hpprov d <br />117/8"TJI/L65 117/8"TJI/ 91�:OR'�R'R1�`'ISSUANCEI <br />AVAILABLE MINIMUM SSI SIZES <br />11 7/8" SSI 32MX 11 718" SSI 42MX 11 7/8" SSI 43L <br />( L / 240, 1.0 in) Master ID: <br />( L 1240 , 1.0 in) Date: <br />(L/180, 1.3in) <br />9. Mn 7 nnu i.. Fir.l arch if- vi-AR..- vw <br />Deep (in) <br />Wt (lbslft) <br />M (lit-Ibs) <br />(CF included) <br />V (Ibs) <br />I <br />El x 10' <br />(in'-Ibs) <br />4 <br />1.00 <br />383 <br />630 <br />9 <br />6 <br />2.00 <br />819 <br />9W <br />35 <br />8 <br />2.00 <br />1314 <br />1305 <br />81 <br />10 <br />300 <br />1961 <br />1665 <br />168 <br />12 <br />400 <br />2637 <br />2025 <br />303 <br />Where: <br />1. ASO Supplements. Tab. 5 4a is from American Wood Council, 2001 <br />2. Assume that the joist top is fully lateral supported by diaphragm (CL = 1.0) <br />3. WoodBeam.Xls is at www engineering-international.com <br />SSI 32MY I frnm Ir.r.. PFC 5An3 nano S R Al <br />Deep (in) <br />Wt (IbsM) <br />M (ft-Ibs) <br />V (Ibs) <br />El x le <br />(in'-Ibs) <br />C x 10° <br />(in'-Ibs <br />11 7/8 <br />310 <br />5391 <br />2115 <br />460 <br />9.39 <br />14 <br />330 <br />6570 <br />2330 <br />667 <br />10.99 <br />16 <br />360 <br />7684 <br />2530 <br />900 <br />12.50 <br />16 <br />390 <br />8800 <br />2735 <br />1170 <br />14.02 <br />20 <br />4.10 <br />9918 <br />2935 <br />1478 <br />15.55 <br />22 <br />440 <br />11038 <br />3135 <br />1824 <br />1708 <br />24 <br />470 <br />12159 <br />3335 <br />2211 <br />18.62 <br />26 <br />5.00 <br />13279 <br />3540 <br />2638 <br />2015 <br />28 <br />5.20 <br />14401 <br />3740 <br />3106 <br />21 68 <br />30 <br />1 550 <br />1 15524 <br />1 3940 <br />1 3616 <br />23.21 <br />SSI A2MX I frnm ICC PFC-5803 cao 5 R. 61 <br />Deep (in) <br />Wt (lbslft) <br />M (ft-Ibs) <br />V (Ibs) <br />El x le <br />n'-Ibs <br />C x 10° <br />in'-Ibs <br />11 7/8 <br />3.80 <br />7592 <br />2060 <br />637 <br />9.54 <br />14 <br />4.10 <br />9274 <br />2350 <br />924 <br />11.15 <br />16 <br />430 <br />10863 <br />2620 <br />1246 <br />12.68 <br />18 <br />460 <br />12456 <br />2695 <br />1617 <br />14.22 <br />20 <br />490 <br />14051 <br />3165 <br />2040 <br />15.77 <br />22 <br />5 10 <br />15649 <br />3440 <br />2514 <br />IT32 <br />24 <br />540 <br />17248 <br />3710 <br />3042 <br />18.87 <br />26 <br />570 <br />18849 <br />3985 <br />3622 <br />20.42 <br />28 <br />600 <br />20450 <br />4255 <br />4257 <br />21,97 <br />30 <br />620 <br />1 22052 <br />1 4530 <br />1 4948 <br />23.53 <br />ccl All I lrnm Ir.r. PP17.Allnl n na F A Al <br />Deep (in) <br />Wt (Ibslft) <br />M (114bs) <br />V (Ibs) <br />El x le <br />in'-Ibs(in'-Ibs) <br />C x 10° <br />11718 <br />4.60 <br />9789 <br />2D80 <br />707 <br />6.81 <br />14 <br />490 <br />12081 <br />2260 <br />1031 <br />791 <br />16 <br />520 <br />14251 <br />2425 <br />1394 <br />8.97 <br />18 <br />540 <br />16269 <br />2590 <br />1944 <br />10.05 <br />20 <br />5.70 <br />18419 <br />2755 <br />2454 <br />11.13 <br />22 <br />590 <br />20573 <br />2920 <br />3026 <br />1221 <br />24 <br />620 <br />22730 <br />3090 <br />3661 <br />13.30 <br />26 <br />6.40 <br />24889 <br />3255 <br />4358 <br />14.39 <br />28 <br />6.70 <br />27050 <br />3420 <br />5119 <br />1547 <br />30 <br />700 <br />1 29212 <br />1 3585 <br />5944 <br />16.56 <br />