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3003 W CASINO RD BLDG 40-36 2025-08-05
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3003 W CASINO RD BLDG 40-36 2025-08-05
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Last modified
8/5/2025 8:10:14 AM
Creation date
4/23/2025 2:57:17 PM
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Address Document
Street Name
W CASINO RD
Street Number
3003
Tenant Name
BLDG 40-36
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Project Name: Header and Jamb at Opening Page 1 of 2 <br /> Model: Typ Stud Date:01/17/2024 <br /> Code: AISI S100-16 Simpson Strong-Tie®CFS DesignerTm 5.2.2.0 <br /> Infill studs <br /> above header <br /> K)� <br /> N <br /> N <br /> 13.00 0 <br /> is <br /> Gravity Load <br /> Type Load (lb) <br /> Uniform Oplf <br /> rMaSection:60OS162-43(33 ksi) Single C Stud(punched) <br /> xo= 1271.1 ft-lb Va= 1415.7 lb I= 2.32 inA4 <br /> Loads have not been modified for strength checks <br /> Loads have not been modified for deflection calculations <br /> Cantilever deflection ratio determined with length of 2 x parapet and delta of parapet <br /> Flexural and Deflection <br /> Mmax Mmax/ Mpos Bracing Ma-Brc Mpos/ Deflection <br /> (ft-lb) Maxo (ft-lb) (in) (ft-lb) Ma-Brc (in) Ratio <br /> Span 270.4 0.213 270.4 60.0 1116.9 0.242 0.120 U1296 <br /> Distortional Buckling <br /> K-phi Lm brace Ma-dist Mmax/ <br /> (lb-in/in) (in) (ft-lb) Ma-dist <br /> Span 0.00 156.0 1087.9 0.249 <br /> Bending and Web Crippling <br /> Support or Load Bearing Pa Pn Mmax Intr. Stiffeners <br /> Pt Load P(lb) (in) (lb) (lb) (ft-lb) Value Required? <br /> R2 83.20 1.00 259.1 453.4 0.0 0.17 NO <br /> R1 83.20 1.00 259.1 453.4 0.0 0.17 NO <br /> SIMPSON STRONG-TIE COMPANY INC. www.strongtie.com <br /> A08 <br />
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