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,E.,. , <br /> • <br /> c. T ;;,.;;a—r 0.4 Dave Pederson-QGI - 8-1747 <br /> km Beam Engine 4.13.10.1 <br /> hint erialsThrlabaso 1538 Keith Res.KitchenAddu. <br /> Beam Analysis 1 of 1 <br /> Member Data <br /> Description: Member Type: Beam Application: Roof <br /> Top Lateral Bracing: Continuous Slope: 0.00 1 12 <br /> Bottom Lateral Bracing: Continuous <br /> • <br /> Standard Load: Moisture Condition: Dry Building Code: SBC <br /> Snow Load: 25 PLF Deflection Criteria: L/360 live, L/240 total <br /> Dead Load: 17 PLF Deck Connection: Nailed Member Weight: 12.9 PLF <br /> Filename: Beam1 <br /> Other Loads <br /> Type Trib. Other Dead <br /> (Description) Side Begin End Width Start End Start End Category <br /> Additional Uniform(PLF) Top 0' 0.00" 21' 0.00" 75 45 Snow <br /> 6'Tributary Roof Load(Shed Roof) <br /> Replacement Uniform(PLF) Top 0' 0.00" 21' 0.00" 438 298 Snow <br /> Span carried:35'0.00"simple span __ -- <br /> . / / • <br /> 10 6 0 10 6 0 <br /> 7 _ °� <br /> 21 0 0 <br /> Bearings and Reactions <br /> Input Min Gravity Gravity <br /> Location Type Material Length Required Reaction Uplift <br /> 1 0' 0.000" Wall HF End-Grain(797psi) 3.500" 1.500" 3346# -- <br /> 2 10' 6.000" Wall HF End-Grain(797psi) 3.500" 3.156" 11154# -- <br /> • 3 21' 0.000" Wall HF End Grain(797psi) 3.500" 1.500" 3346# ____T <br /> Maximum Load Case Reactions • <br /> Used for applying point loads(or line toads)to parrying members <br /> Snow Dead , <br /> 1 1976# 1370# <br /> 2 6586# 4567# <br /> 3 ' 1976# 1370# ._ <br /> Design spans <br /> 10' 3.375" 10' 3.375" <br /> .Product: 5 7/16 x 9 1/2 Rosboro BigBearn 1 ply PASSES DESIGN CHECKS . <br /> I <br /> Design assumes continuous lateral bracing along the top chord. <br /> Design assumes continuous lateral bracing along the bottom chord. <br /> Allowable Stress Design <br /> Actual Allowable Capacity Location Loading <br /> Positive Moment 6422.'# 23514.'# 27% 16.67' Total Load D+S <br /> Negative Moment ; 11468.'# 23514.'# 48% 10.5' Total Load D+S <br /> Shear 4890.# 11881.# 41% 9.99' Total Load D+S <br /> Max.Reaction 11154.# 12370.# 90% 10.5' Total Load D+S. <br /> TL Deflection 0.1109" 0.5141" U999+ 16.67' Total Load D+S <br /> LL Deflection 0.0655" 0.3427" U999+ 4.33' Total Load S <br /> Control: Max.Reaction <br /> DOLs: Live=100% Snow=115% Roof=125% Wind=160% <br /> - . <br /> . All product names on,trademarks of their respecive:owners Karl Luis Holzknecht <br /> Cascade Lumber,Inc. <br /> Copyright(C)2015 by Simprr Strong-Tie Company Inn.ALL Riot-ITS RESERVED. PO 130x 37 <br /> **Passing is defined as when the member,floor joist.beam orgioter,shown on this drawing meets applicable design criteria Cor Loads.Loading Conditions,and Spans listed on this sheet. . <br /> The design must be reviewed by a qualified designer or design professional as required for opprevai.This design asvrrmes product installation according to the manufacturers Stanwood,WA.98292 <br /> specricaions. 800.366_6495 <br /> • <br /> • <br /> - .:._. .__. _— I-__�_� ___________._____?_.______-__�._.�________ <br /> ' CONST RU CTIC�IV & I_A.NDSCAl�INC, P <br /> IPLNN_ING UESLGN CONSULTING `_..._.,,___. ._._. _.._.._....._.. .__.____ _ ..._.. __. <br />