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Skid Attachment Reactions <br />2 Skid <br />Lateral Load Fp =lbs <br />Overturning Moment M =lb-ft ASD <br />Number of Attachments NL =Along Longitudinal <br />NT =Along Transverse <br />N =Total <br />Attachment Spacing sp1 =ft <br />sp2 =ft <br />Shear Load Per Attachment V =lbs ASD <br />Uplift Load Per Attachment T =lbs ASD <br />4 Skid <br />Lateral Load Fp =lbs <br />Overturning Moment M =lb-ft ASD <br />Number of Attachments NL =Along Longitudinal <br />NT =Along Transverse <br />N =Total <br />Attachment Spacing sp1 =ft <br />sp2 =ft <br />Shear Load Per Attachment V =lbs ASD <br />Uplift Load Per Attachment T =lbs ASD <br />Check L3x2x1/4 Angle (LLV) <br />Height to Hole @ Vert. Leg d1 =in <br />Max Distance to Horizontal Hole d2 =in 2" - 0.75" (Edge Distance) <br />Moment M =lb-in <br />Effective Width b =in <br />Flange Thickness tw =in <br />Section Modulus Sx =in b*(tw)^2/6 <br />Bending Stress fb =psi M/S <br />Allowable Bending Stress Fb =psi 36 ksi / 1.67 <br />Interaction Check DCR = <br />NS STRUCTURAL ENGINEERING, INC <br />264 <br />44.0 <br />91.5 <br />Target 1441 W. 17th St. Santa Ana Solar Rooftop Project <br />MADE BY: JL <br />4642 Rockland Place La Canada <br />Flintridge, CA 91011 <br />CHECKED BY: NS <br />PAGE NO. <br />426 <br />1,168 <br />3 <br />3 <br />9 <br />732 <br />2 <br />3 <br />6 <br />4 <br />5 <br />10,667 <br />21,557 <br />0.49 <br />1.25 <br />2 <br />222 <br />0.25 <br />0.021 <br />4 <br />10 <br />47.3 <br />97.4 <br />2.125 <br />1441 W 17th St - 101115926 & <br />20180369 <br />11/16/2023