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Z ANVIL <br /> �FCOW. SEISMIC BRACES <br /> Fig. AF086 (Formerly Afcon Fig. 086) Adjustable Structural Brace <br /> Attachment (cont.) <br /> Fig. AF086 Fig. AF086 <br /> Fig. AF076 <br /> O O <br /> Fig. AF076 <br /> Brace Pipe Brace Pipe <br /> Horizontal Steel Flange Horizontal Steel Flange <br /> Seismic Load Parallel to Flange Seismic Load Perpendicular to Flange <br /> FIG.AF086 cULus MAX SEISMIC HORIZONTAL LOADS: DIMENSIONS (IN) 0 LOADS(LBS) <br /> Structure Seismic Load Orientation Max Flange Thickness Max Seismic Brace Load Max Service Pipe Size <br /> Parallel to Flange 1265 4 <br /> Horizontal Steel Flange 1'/4 <br /> Perpendicular to Flange 2015 8 <br /> FIG.AF086 FM MAX SEISMIC HORIZONTAL ASD LOADS":DIMENSIONS(IN)• LOADS(LBS)0 ANGLES(DEG) <br /> Structure Seismic Load Flange Max Seismic Brace Load at Brace Pipe Angle* <br /> Orientation Thickness 30-44 45-59 60-74 75-90 <br /> Parallel to Flange 1270 890 1070 1190 <br /> Horizontal Steel Flange Perpendicular to Flange '/a 1'/a 1180 1630 1990 2220 <br /> "Brace Pipe Angles are determined from vertical. <br /> **The allowable FM approved capacity of brace subassemblies are listed in Allowable Stress Design(ASD).For Load Resistance Factor Design(LRFD)capacities,the above values <br /> will need to be multiplied by 1.5. <br /> PH-1.18 <br />