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x <br />a f , <br />r: <br />r <br />wi <br />W� <br />r <br />°mot <br />1 <br />BRACED FRAME <br />CONNECTION <br />PER 6/55.11 <br />BRACE <br />MARK <br />MAXIMUM <br />CASING <br />51ZF <br />1, <br />Fy5r, 15 THE ACTUAL YIELD 5TRE55 OF THE STEEL GORE A5 DETERMINED BY GOUPON <br />TE5TIN6, 5b ksi < Fysr, < 46 k!3L CHARPY TESTING REQUIRED VVEN THIGKNE55 OF THE <br />BRACE <br />AREA <br />(IN A2) <br />2.00 <br />DR5-2.00 <br />H55,5xb <br />GORE MATERIAL EXCEED5 2". <br />5EI5MI6 DRAG <br />CONNECTION <br />PER 11/55.12 <br />BRB-5.50 <br />f3RB@4.00 <br />H555xb <br />H558xb <br />2. <br />BRACE STIFFNESS koff TO BE KF x A5c x E/Lwp-wp tIO%, HERE THE VALUES FOR <br />STIFFNESS MODIFICATION FACTOR (KF) ARE TAKEN FROM THE BRACED FRAME <br />ELEVATIONS, THE VALUES FOR Asr, ARE TAKEN FROM THE TABLE 4 Lwp-Np 15 THE <br />5.50 <br />4.00 <br />YORKPOINT a YORKPOINT LENGTH OF THE BRACE. <br />BRACE 6RO55 <br />CONNECTION <br />BRB-4.25 <br />DRBm415 <br />4.25 <br />H555x8 <br />HSSIOxIO <br />5. <br />MAXIMUM VALUE OF Bw NOT TO EXCEED I.qq MAXIMUM VALUE OF w NOT TO EXCEED <br />1.66. OVERSTRENGTH FACTOR5 TO BE DETERMINED AT THE GREATER OF 2x DE51ON <br />4.15 <br />PER b/55.12 <br />DRD95.50 <br />H5510xIO <br />STORY DRIFT AND 2% STORY DRIFT PER AISC 541-10. <br />5.50 <br />BRACED FRAME BASE <br />BRB®6.00 <br />H551OxIO <br />4. <br />EXP05ED BRACES PER BRACED FRAME ELEVATIONS SHALL BE SEALED FROM <br />6,00 <br />CONNECTION PER b/55.11 <br />MOISTURE. <br />$ BA5E T- CONNECTION <br />BR13®6. 0 <br />6.50 <br />H5510x10 <br />PER 12/55.11 <br />5. <br />BRB SUPPLIER SHALL DESIGN BRACE CONNECTIONS IN AGCORDANGE VQIITH A150 <br />NOTE-® <br />560-10 4 541-10. <br />FOR PROTECTED ZONE5 5EE 10/55.10 <br />6. <br />MINIMUM STROKE TO OCCUR AT EACH END OF BRACE IN TENSION AND COMPRESSION <br />DIRECTIONS. CORE EXTENSION TO REMAIN STABLE OVER 2x THIS LENGTH. <br />I-- <br />LU <br />tf) <br />w <br />cz <br />cu <br />C 0 <br />)I <br />1511 THIRD AVENUE <br />SUITE 32S <br />SEATTLE, WA 98101 <br />TEL 206.957.3900 <br />FAX 206.957.3901 <br />www.quantumce.com <br />QCE PROJ.#:17315.03 DRAWN BY. TA P.M./P.E.: JHR/MDW <br />Job Number: <br />17315.03 <br />