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ANDERSON & ASSOCIATES CONSULTING.ENGINEERS, INC. <br />3902 VILLA SAN JOSE DRIVE, JACK·,ONVILLE. FLORIDA 32217 (904) 731-7978 Fax (904) 731-7771 <br />PERIMETER TRUSS <br />STRUCTURAL CAPACITY <br />4. Check 1/8" Weld at 3/8" Gusset Plate <br />6916" <br />Lp := 6.54 in <br />tw:=0.125 in (1/8" Weld) <br />\ 03 <br />\ .0 0 <br />Determine Allowable Force At Chord Member <br />Pp := Fw·Lp·0.707·tw·4 Pp = 11.559 kips <br />Summarv: <br />The Weld at the Chord to Vertical and Horizontal Members Controls the Member Bending <br />Capacity . <br />Where: dx <br />Pcw-dx.2 <br />Mew:= <br />12 <br />B: Check Connection Bending Caacity <br />Check Capacity at High Strength Bolted (5/8" <br />Pbolt := 15.2 kips ( Pbolt = 0.33Fu x Ab = <br />Where: · db <br />Pbolt·db·2 <br />Mab:= <br />SummarY <br />28 Centerline Chord Dimension <br />Mew = 25.231 ft-kips <br />dia. SAE, Grade 8) Connection <br />0.33 x 150 ksi x 0.307 in2) <br />23.28 Centerline Bolt Dimension <br />Mab = 58.976 ft-kips High Strength <br />Bolt <br />The Member Capacity Contiols for the High Streng01 Bolt Design <br />Mew = 25.231 ft-kips High Strength Bolt Design <br />b