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18-003 CS Beim 19,63/D 55 Sidbiski 10.13-16 kmneamFnpM 206.50] rte' /� wrmnaoanmx 1555 /1 - �' 3 Northampton �r {/03�+' O J 1�'�'� 9:456.2 / [/ 0 V r1/ I� 1 of Member Data Description:living room Mr Member Type:Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: 0.00 Standard Load: Moisture Condition, Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 18.1 PLF Filename: 14 ft 4 in b Other Loads Tope Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Adetional Uniform (PLF) Top 0' 0.00" 14' 4.00" 319 0 Live Replacement Uniform(PSF) Top 0' 0.00 14 4.CsT 12 a00 0 IC live t . T r - 440 © 4°4 1440 Bearings and Reactions �... Input Mn Gravity Gravity Location Type Material Length Required Reaction Uplift I 00.000" Wall SPF Plate(425psi) WA 1.500" 3309# — 2 14' 4.000" Wall SPF Plate(425psi) N/A 1.500" 33094 -- Maximum Load Case Reactions 0»oor4arrm poi ffi loads iodine Ioaa).d =mewm Live Dead 1 230911 102# 2 2309# 10004 Design spans Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 3 Pty PASSES DESIGN CHECKS Connect members with 2 rows or 16d common nails at 120"oc NOTE Naas must be applied from both aides Minimum 1.50"bearing required at bearing#1 Minimum 1.50'bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes maximum unbraced length of Q. along the bottom chord. Allowable Stress Design Actual A#cwable Capacity 1 ration Loading Positive Moment 11979:# 33189.'# 36% 7.17 Total Load D.L Shear 2857.# 11845.# 24% 13.68' Total Load 0+L TL Deflection 0.3085" 07240" 11563 Lir Total Load D+L LL Deflection 0.2153` 04826" 1/807 7.17 Tots Load L Cctrol: u..Deflectidl DOLs lve=1C35)b' Snow.as ROD1-,-125,54 Wim1550% Oesgn assumes a apeman memtr use increase in tentarg sites'. 4% Au 0Nduci flamers urn igadam.,«.1,1 Ins,ro pechve of eR Dry Hams ea.oema u„ '"e soy IC) by c s sever r a555555'55555 a rk Mii95 Inc. . oe many a qualified eco ornrppoemmWas aqu.rsy m. . enl ameYe c.wale acad9 a C3 Ream 20155 ai1 Skibfski 10.13-16 Iaaeeela Dat mlftSul / Tr -,oa3 Northampton 5.` , � A;43am Na-.�w�remw:SS" I U t!u P Q rY i�.� �y��e � lett Member Data Description:living room hdr Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: 0.00 Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: 0360 live, L/240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 12.0 PLF Filename: 14 ft 4 in b Other Loads Type Tnb. Dther Dead (Description) Side Begin End width Start End Start End Category Part(LBS) Top 4' 0.00" 2309 1000 Live T 900 © m Bearings and Reactions Input Min Gravity Gravity I.satIon Type Material Length Required Reaction Uplift 1 0 0.0 t Wall SPF Plate(425ps) FNA 1.500' 1907# 2 8' 0.000" Wan SPF Plate(425psi) N/A 1500' 19075 -- Maximum Load Case Reactions omd er,Ear:,aw em.tee Io.dnmo Live Dead 1317# 59 2 ra s0A Design spans a 1,750' Product: 1-314x11-718 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 1$d common nails at 12.0"oc Minimum 1.50"bearing required at bearing#1 Minimum 1.50"baring required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes maximum unbraced length of 0.00 along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 7253:# 21275.4 34% 4' 'atal Load D*L Shear 18461 7897.5 23% -0.08 Total Load 0.4.. TL Deflection 00722- 0.4073" U939r 4' Taal Load 0+1, LL DeI1eo6at 0.0500" 0.2715" U999r 4' Total Load L COMM!: Positive Moment DOLs: Wrm10T, Sraw=115% Rea'=125% Winchlso% ui Er!!r ^"esve.d,mam.m F.hi, nwo..," Doug Hodgins wwegm rCiemdbv&moms eemlrTe Company ICALLtiIGe15 RESERVE:, r k Miles Inc. mxaoomm deag+mustnrev,mwd Y^vguaneroae>ywe di.m E+po moex All,p4Mizi ten. vai.I AI aes.n 3ssumespeztetraalzaucn azv3reSp to thp rnWxonfa;mcz4arvma