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1 4,-0 <br /> Shutter Consulting Engineers,Inc. Project Title: Baywood Industrial <br /> 12503 Bel-Red Road Engineer. CT <br /> Suite 100 Project ID: 20-33 <br /> Bellevue,WA 98005 Project Descr: \ \,/%1` <br /> (425)450-4075*Fax(425)450-4076 <br /> Printed:26 OCT 2020, 6:22PM <br /> .Steel Beam File:Baywoodlndustnatec6 <br /> Softwarecopyr jhtFNERCALC INC.€ 19812020 Build:1220817 <br /> r#Itt-'� . Qs 0 340: a, r+ - .x.! I ,s_..aa U e r r �s ay ys k�;�4E"fir° fink p- Na e g a {atE . <br /> ..�. .,°....�_. r,,,.:<...,�,.F. ._ �-...,.. ra__.,.,...,.,., s$,':`���"��...'a-`., ✓:'a�''�''.';�r`,_-.racs`�."�a..�'.�_"-:*��_�esa� ti`ra�is"'t�.t .�:. ��''S�sxPux�r.%aL `� r� <br /> DESCRIPTION: wind flange girder(net uplift) <br /> CODE REFERENCES <br /> Calculations per AISC 360-16, IBC 2018, CBC 2019,ASCE 7-16 <br /> Load Combination Set:ASCE 7-10 <br /> Material Properties <br /> Analysis Method: Allowable Strength Design Fy:Steel Yield: 50.0 ksi <br /> Beam Bracing: Completely Unbraced E:Modulus: 29,000.0 ksi <br /> Bending Axis: Major Axis Bending <br /> W(0.48) <br /> -0c a a <br /> 7 £ •e _3 - r' E..,<,< r ctr&^ ram. <br /> A W33x141 Y <br /> Span=56.0 ft AAATTTTTRtt111 <br /> • I <br /> Applied Loads Service loads entered.Load Factors will be applied for calculations. <br /> Beam self weight NOT internally calculated and added <br /> Uniform Load: W=0.0080 ksf, Tributary Width=60.0 ft,(net wind uplift(ASD)) <br /> DESIGN SUMMARY igiel Design OK <br /> f........ Maximum Bending Stress Ratio = 0.782: 1 Maximum Shear Stress Ratio= 0.033: 1 <br /> Section used for this span W33x141 Section used for this span W33x141 . <br /> Ma:Applied 188.160k-ft Va:Applied 13.440 k <br /> Mn/Omega:Allowable 240.644 k-ft Vn/Omega:Allowable 402.930 k <br /> Load Combination W Only Load Combination W Only <br /> Location of maximum on span 28.000ft Location of maximum on span 0.000 ft <br /> Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 <br /> Maximum Deflection <br /> Max Downward Transient Deflection 0.494 in Ratio= 1,360>=360 <br /> Max Upward Transient Deflection 0.000 in Ratio= 0<360 <br /> Max Downward Total Deflection 0.000 in Ratio= 0<240.0 <br /> Max Upward Total Deflection 0.000 in Ratio= 0<240.0 <br /> Overall Maximum Deflections <br /> Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> W Only 1 0.4939 28.160 0.0000 0.000 <br /> Vertical Reactions Support notation:Far left is#1 Values in KIPS <br /> Load Combination Support 1 Support 2 <br /> Overall MAXimum 13.440 13.440 <br /> Overall MINimum 13.440 13.440 <br /> W Only 13.440 13.440 <br /> i. <br /> pp <br /> If€ <br />