Laserfiche WebLink
CITY OF SANTA ANA <br />Planning and Building Agency <br />INPUT DATA & DESIGN SUMMARY <br />JOIST SPAN L = 13.5 <br />ft <br />DEAD LOAD UL = 10 <br />psf, (w/o self Wt) <br />LIVE LOAD / SNOW 1.1. = 20 <br />psf <br />JOIST SPACING S = 16 <br />in o.c. <br />DURATION FACTOR Co = 1.25 <br />(NDS Tab. 2 3.2) <br />REPETITIVE FACTO Cr = 1.15 <br />(NDS 4.3.9. For DSA, 1.0) <br />DEFLECTION LIMIT OF LIVE LOAD <br />dot = L / 180 <br />DEFLECTION LIMIT OF LONG-TERM LOAD A 11(DL-0.331-1.) = L / 180 <br />DEFLECTION LIMIT OF TOTAL LOAD <br />d (a,LL) = L / 120 <br />ANALYSIS <br />JOIST PROPERTIES & ALLOWABLE MOMENT & SHEAR <br />2. Na 2 nano).. LI._I e k f AQn Q­nleme T­ . nut <br />Deep (in) <br />Wt (lbuft) <br />M (ft-Ibs) <br />(C_ included) <br />V (Ibs) <br />El x 10' <br />(in'-Ibs) <br />4 <br />1.0C <br />344 <br />630 <br />9 <br />6 <br />2 OC <br />738 <br />990 <br />33 <br />8 <br />2 OC <br />1183 <br />1310 <br />76 <br />10 <br />300 <br />1767 <br />1670 <br />158 <br />12 <br />4 OC <br />1 2375 <br />2030 <br />285 <br />Deep (In) <br />Wt (lbsft) <br />M (It-Ibs) <br />(C, included) <br />V (Ibs) <br />El x 10' <br />(in`-Ibs) <br />4 <br />1.00 <br />574 <br />630 <br />10 <br />6 <br />200 <br />1225 <br />9% <br />40 <br />8 <br />200 <br />1975 <br />1310 <br />91 <br />10 <br />3.00 <br />2942 <br />1670 <br />188 <br />12 <br />1 4.00 <br />1 3958 <br />1 2030 <br />338 <br />T.fill AK, from T­­u <br />Deep (in) <br />Wt (IbO) <br />M (Il-Ibs) <br />V (Ibs) <br />El x toe <br />m'-Ibs <br />11 718 <br />330 <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 />4.20 <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 />13830 <br />3060 <br />2374 <br />26 <br />5.30 <br />14960 <br />2900 <br />2868 <br />28 <br />5.50 <br />16085 <br />2900 <br />3417 <br />30 <br />1 5.80 <br />17205 <br />2900 <br />4025 <br />T_fill 90 t from Tr, Qi x 1-1 ., A. <br />Deep (in) <br />Wt (lbs/ft) <br />M (ft-Ibs) <br />V (Ibs) <br />El x 106 <br />(in'-Ibs) <br />11 7/8 <br />420 <br />9605 <br />1925 <br />621 <br />14 <br />4.50 <br />11430 <br />2125 <br />913 <br />16 <br />470 <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 />5.60 <br />18075 <br />2935 <br />2597 <br />24 <br />580 <br />19700 <br />3060 <br />3172 <br />26 <br />6.10 <br />21315 <br />2900 <br />3814 <br />28 <br />640 <br />22915 <br />2900 <br />4525 <br />30 <br />1 6,60 <br />24510 <br />2900 <br />53D6 <br />TJII1,190 f I- T­io ff 4f 1 ....e RI <br />Deep (in) <br />Wt (I Will) <br />M (ft-lbs) <br />V (Ibs) <br />El x 106 <br />(in'-Ibs) <br />11 7/8 <br />460 <br />10960 <br />1925 <br />687 <br />14 <br />4.90 <br />13090 <br />2125 <br />1015 <br />16 <br />5.20 <br />15065 <br />2330 <br />1389 <br />18 <br />5.40 <br />17010 <br />2535 <br />1827 <br />20 <br />5.70 <br />18945 <br />2740 <br />2331 <br />22 <br />6,00 <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 1 <br />7 10 <br />28380 <br />2000 <br />5930 <br />AVAILABLE MINIMUM Douglas Fir -Larch SIZES <br />2 x 6 No. 2 2 x 6 No. 1 <br />2 6 Structural <br />AVAILABLE MINIMUM TJI SIZES <br />Approve <br />11 7/8" TJIIL65 117/8"TJIL9FOWOET <br />VI TOISS <br />JANCE <br />AVAILABLE MINIMUM SSI SIZES <br />11 7/8" SSI 32MX 111 7-//88" SS <br />42MX 11 7/8" SSI 43L <br />(L/180,0.9in) C2� I fl✓/1� <br />�IQ <br />(L/180,09in) <br />(L / 120 , 1 4 in) / x `' J �L'l /�1 <br />dtP�: / <br />Crl,4 Lr� <br />2. No 1 Douala. Fir-1 arch (1- W-11R.- rlsl <br />Deep (in) <br />Wt (Ibslft) <br />M (ft-Ibs) <br />(c� Included) <br />V (Ibs) <br />El x 1 e <br />(in'-Ibs) <br />4 <br />100 <br />383 <br />630 <br />9 <br />6 <br />2,00 <br />819 <br />9W <br />35 <br />8 <br />200 <br />1314 <br />1305 <br />81 <br />10 <br />3.00 <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 />QQI'1711IY I from IrP Prr_Sgn,,t - ; R A\ <br />Deep (in) <br />Wt (Ibslft) <br />M (ft-Ibs) <br />V (Ibs) <br />El x le <br />in'-Ibs <br />C x 10e <br />in'-Ibs <br />11 7/8 <br />3.10 <br />5391 <br />2115 <br />460 <br />9.39 <br />14 <br />3,30 <br />6570 <br />2330 <br />667 <br />10,99 <br />16 <br />360 <br />7684 <br />2530 <br />900 <br />12.50 <br />18 <br />3.90 <br />8800 <br />2735 <br />1170 <br />14.02 <br />20 <br />4.10 <br />9918 <br />2935 <br />1478 <br />1555 <br />22 <br />440 <br />11038 <br />3135 <br />1824 <br />1708 <br />24 <br />4.70 <br />12159 <br />3335 <br />2211 <br />1862 <br />26 <br />5,00 <br />13279 <br />3540 <br />2638 <br />2015 <br />28 <br />520 <br />14401 <br />3740 <br />3106 <br />2168 <br />30 <br />5.50 <br />15524 <br />3940 <br />3616 <br />23 21 <br />CQI d2YY / faun Irr pFr-SAnl - S x Al <br />Deep (in) <br />WI (Ibslft) <br />M (ft-Ibs) <br />V (Ibs) <br />El x 10' <br />in'-Ibs <br />C x 10e <br />in'-Ibs <br />11 718 <br />380 <br />7592 <br />2060 <br />637 <br />954 <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 />4.60 <br />12456 <br />2895 <br />1617 <br />1422 <br />20 <br />4.90 <br />14051 <br />3165 <br />2040 <br />1577 <br />22 <br />510 <br />1%49 <br />3440 <br />2514 <br />17.32 <br />24 <br />5.40 <br />17248 <br />3710 <br />3042 <br />18.87 <br />26 <br />5.70 <br />18849 <br />3985 <br />3622 <br />20.42 <br />28 <br />6.00 <br />20450 <br />4255 <br />4257 <br />2197 <br />30 <br />6.20 <br />22052 <br />4530 <br />4948 <br />2353 <br />SSI d31 f from ICC PFr-1,R03 n n F R Al <br />Deep (in) <br />WI (Ibslft) <br />M (ft-Ibs) <br />V (Ibs) <br />El x 10' <br />(in'-Ibs) <br />C x 106 <br />in'4bs <br />11 7/8 <br />4.60 <br />9789 <br />2080 <br />707 <br />681 <br />14 <br />4.90 <br />12081 <br />2260 <br />1031 <br />7.91 <br />16 <br />520 <br />14251 <br />2425 <br />1394 <br />897 <br />18 <br />540 <br />16269 <br />2590 <br />1944 <br />10.05 <br />20 <br />570 <br />18419 <br />2755 <br />2454 <br />1 1.13 <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 />640 <br />24889 <br />3255 <br />4358 <br />14.39 <br />28 <br />6,70 <br />27050 <br />3420 <br />5119 <br />15.47 <br />30 <br />700 <br />29212 <br />3585 <br />5944 <br />16.56 <br />