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o-oa.� BOEING <br /> • LAB CHECK P.O.Bax 3707 <br /> Seatlle,Washington 88124•2207 <br /> PROJECT Metal Parts and Miscellaneous Metals JOB NO. W436311 <br /> FIG. BY B. BABCOCK CHECKED BY M.ABDI DATE 03/U8N 1 REV'D <br /> CHECK RESISTANCE AGAINST UPWARD LOAD•REINFORCED <br /> UPLIFf= 0.00 k <br /> FiE�UIRED AREA OF SLAB FOR RESISTING UPLIFT= 0.04 s1 <br /> REOUIRED LENGTH WITH 40 IN WIDTH= 0.01 ft <br /> DESIGN LOAD FACTOR= 1.33 (FACTORED SBP/SBP) <br /> Mu= 0.00 k-it/ft <br /> Vu= O.00k/ft <br /> CHECK TOP REINFORCING <br /> F=(b' d^2)H 2,000= 0.0123 d2= 3.5 in I <br /> Ku=Mu/F= 0.00 <br /> Ku=phi Pc'w'(1-.59'w) <br /> w= 0.0000 <br /> p REQ'D=w'(YGiy)= 0.0000 <br /> pMIN=20( 0.0033 <br /> SET p=4/3'p= 0.0000 <br /> Asb REQ'D=pbd= 0.000 in^2 <br /> TOP As PROVIDED <br /> (IN 1 Ff WIDTH)= 0.20 in^2 > 0.000 in^2 OK <br /> CHECK PUNCHING SHEAR: Rein(orced <br /> phi'Vc=0.85'(4)'(fc^.5)'(bo'd) 3.91 k/ft > 0.00 k/ft OK <br /> FILENAME: RackNW438311.x1s Page 20 of 23 3/B/2011 822 AM <br />