Laserfiche WebLink
ironwood beam calc 5-3-12 <br /> e ``����.����� 1:lOpm <br /> Growiny;'loday.Building'lbmorrow.'" � nr�1 <br /> KeyBeam,k�3.507f <br /> kmBea�nEngine 4509s <br /> Mate.rials Database 1339 <br /> Member Data <br /> Description: Member Type: Beam Application: Floor <br /> Top Lateral Bracing: Continuous <br /> Bottom Lateral Bracing: None <br /> Standard Load: Moisture Condition: Dry Building Code: IBC/IRC <br /> Dead Load: 10 PLF Deflection Criteria: U360 live, U240 total <br /> Live Load: 40 PLF Deck Connection: Nailed Member Weight: 9.5 PLF <br /> Filename: KYB1 <br /> Other Loads <br /> Type Trib. Dead Other <br /> (Description) Side Begin End wdth StaK E�d Start E�d Category <br /> Additional Uniform(PLF} Top 0' 0.00" 16' 6.00" 257 770 Live <br /> O sso � soo �/ <br /> , -- <br /> 16 6 O <br /> Bearings and Reactions <br /> Input Min Gravity Gravity <br /> location Type Material Length Required Reaction Uplift <br /> 1 0' 0.000" Wafl Steel 5.500" 1.500" 3720# — <br /> 2 8' 1.375" Wall Steel 5.500" 4.127" 10690# -- <br /> 3 15' 8.750" Wall Steel 5.500" 1.500" 3482# -- <br /> Maximum Load Case Reactions <br /> UseU for applyi(g paM bads(w U�bads)to wrtying members <br /> �QBf� LIV@ <br /> 1 858# 2863# <br /> 2 2720# 7969# <br /> 3 771# 2711# <br /> Design spans <br /> 8' 1.375" 7' 7.375" <br /> Product:31/2x91/2 Rosboro Treated Beam 1 ply <br /> Component Member Design has Passed Design Checks.`* <br /> Design assumes continuous lateral bracing along the top chord. <br /> Design assumes no lateral bracing along the bottom chord. <br /> Allowable Stress Design <br /> Actual Allowable Capac'tty Location Loading <br /> Positive Moment 6352.'# 10529.'# 60% 325' Odd Spans D+L <br /> Negative Moment 8426.'# 10529.'# 80% 8.11' Totat toad D+L <br /> Negative Unbrcd 8426.'# 10429.'# 80% 8.11' Total load D+L <br /> Shear 4586.# 6650.# 68% 7.71' Total load D+L <br /> Max.Reaction 10690.# 14245.# 75% 8.11' Total load D+L <br /> TL Deflection 0.1482" 0.4057" U656 3.65' Odd Spans D+L <br /> LL Deflection 0.1214" 0.2705" U801 3.65' Odd Spans L <br /> Control: Negative Unbrcd <br /> DOIs: Live=100% Snow=115% Roof=125% Wind=160% <br /> . All protluct names are traUemarks of theit respective owners <br /> Keym ark� �opyrigM(C)7987-2017 by Keymark Enterprises,LLC ALL RIGHTS RESERVED. <br /> "Passing is tlefinetl as when the member,floor joist,beam or girder,shown on this Oraweg meets app6cade Oesign cfBeria for LoaAs.LoaOrng CmOilions,and Spans listetl on this sheet.The <br /> tlesign must be reviewed by a qualifietl desiqner or design pmtessional as required for apOroval.This tlesign assumes product instalfatfon ecCortling to the manufacturer s spedfcations. <br />