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AMMAN. SHUTLER JOB VabkVk\•,u(-01") <br /> _■- CONSULTING SHEET No l.ob t OF <br /> MIME.- INC. CALCULATED BY�1�_.- <br /> 12503 Bel-Red Road,Suite 100 DATE V�f\/U4' 1' <br /> i Bellevue.WA 98005 <br /> (425)450-4075 * FAX(425)450-4076 SCALE <br /> I. <br /> PRECAST TILT-UP WALL PANEL DESIGN !! D <br /> TIE <br /> 1" CLR � <br /> TO VERT. ■f1 3/a"CLR. <br /> Concrete Strength (fc) = T.�;i psi. N� TO TIE <br /> BAR <br /> Reinforcing Steel(fy) = 010,9004 psi. �- VERT. <br /> Max. depth of reveal REVEAL-' BAR <br /> p19 *4- in. DEPTH p <br /> i. <br /> 1Y2" CLR '11WM <br /> Minimum steel and maximum spacing... TO TIE t I <br /> Panel Maximum Minimum Minimum Minimum Minimum <br /> Thickness Spacing Horiz. Reinf. Horiz, Reinf. Vertical Reinf. Vertical Reinf. <br /> (3*t or 18" max) In2/foot Size & Spacing In2/foot Size&Spacing <br /> A. in- 15.75 0.126 in2/ft. Ni@ 15.75 in, o.c. 0.076 in2/ft. @ 15.75 in. o.c. <br /> ,.A 2 , 2 <br /> _ ; in. 18.00 0.174 in /ft. @ 13.54 in. o.c. 0.104 in /ft. @ 18.00 in. o.c. <br /> - in. 18.00 0,222 in2/ft. ;, ' @ 10.61 in. o.c. 0.133 in2/ft. @ 17.69 in. o.c. <br /> - j in. 18.00 0.270 in2/ft. ; @ 13.64 in. c.c. 0.162 in2!ft. ef @ 18.00 in. o.c. <br /> Depth to centroid of steel <br /> Panels without ties... Panels with ties... <br /> Cover, outside face in. (from reveal) Cover, Outside face ,. in. (from face <br /> i' Cover, Inside face jp-' in. of panel to tie) <br /> Depth to centroid of reinforcingsteel Cover, inside face ;1 in. (from face <br /> p � <br /> (No reveal) of panel to tie) <br /> Panel Reveal Max. d Depth to centroid of steel <br /> Thickness Depth Bar (in.) (No. 3 ties with no reveal) <br /> Size Panel Max. Reveal d <br /> 5.25 in. 0.00 Ra 3.88 in. Thickness Bar Depth (in.) <br /> 7.25 in. 0.00 5.88 in. Size <br /> 9.25 in. 0.00 - 7.81 in. 5.25 in. 0.00 3.50-in. <br /> 11.25 in. 0.00 ;- 9.81 in. 7.25 in. `' r' 0.00 5.50 in. • <br /> 9.25 in. 0.00 7.44 in. <br /> Depth to centroid of reinforcing steel 11.25 in. n 0.00 9.44 in. <br /> (Maximum reveal depth = 0.75 inches) <br /> Panel Reveal Max. d Cover, Outside face NAS 0;1 in. (from face <br /> Thickness Depth Bar (in.) of panel to tie) <br /> Size Cover, Outside face in. (from reveal <br /> 5.25 in. 0.75 , ,,, 3.13 in. to vert bar) <br /> 7.25 in. 0.75 ,r.-; 5.13 in. Cover, inside face in. (from face <br /> 9.25 in. 0.75 7.06 in. of panel to tie) <br /> :7711.25 in. 0.75 µ 9.06 in. Depth to centroid of steel I <br /> (No. 3 ties with 0.75 inch reveal) r <br /> I <br /> Outside Face (See Diagram Above) Panel Max. Reveal d <br /> 1-1/2"clear to tie d=t-(1.5+tie dB+0.5 vert dB) Thickness Bar Depth (in.) <br /> 1" clear from reveal to vert bar d =t-(3/4+ 1 +0.5 vert dB) Size <br /> 5.25 in. elm 0.75 3.00 in. <br /> Inside Face (See Diagram Above) 7.25 in. 0.75 5.00 in. <br /> 3/4" clear to tie d =t-(3/4+ 3/4+tie dB+ 0.5 vert dB) 9.25 in. 0.75 6.94 in. d <br /> 1. <br /> (Use lesser of 3 conditions) 12.75 in. �, 0.75 10.44 in. <br /> File: PC panel cover, 4-3-13 <br />