Jork SCHEDULE OF FOOTINGS R. C. C. SHORT BARS LONG BARS REMARKS P. C. C. TYPE B L D Fr 150 170 F2 200 220 F3 200 230 F4 210 250 F5 220 260 F6 230 270 10 F7 250 300 10 F8 270 320 10 F9 260 310 F10 300 360 10 F11 340 390 222222222221 B L D 130 150 45 Y14 @ 16 C/C Y14 @ 16 C/C 180 50 Y14 @ 16 C/C Y14 @ 16 C/C 10 180 210 50 Y14 @ 16 C/C Y14 @ 16 C/C 10 190 230 50 Y14 @ 16 C/C Y14 @ 16 C/C 10 200 240 50 Y14 @ 16 C/C Y14 @ 16 C/C 210 250 50 Y14 @ 16 C/C Y14 @ 16 C/C 230 280 55 Y14@15 C/C Y14 @ 15 C/C 250 300 60 Y14 @ 12 C/C Y14 @ 12 C/C 10 240 290 55 Y14 @ 12 C/C Y14 @ 12 C/C 280 340 65 Y14 @ 10 C/C Y14 @ 10 C/C 10 320 370 70 Y16 @ 12 C/C Y16 @ 12 C/C F12 360 410 10 340 390 70 Y16 @ 12 C/C Y16 @ 12 C/C CF1 260 440 10 240 420 50 Y14 @ 15 C/C Y14 @ 15 C/C T&B CF2 220 410 10 200 390 50 Y14 @ 15 C/C Y14 @ 15 C/C T&B CF3 AS/DETAIL 10 AS/DETAIL 50 Y14@15 C/C Y14 @ 15 C/C T&B CF4 AS/DETAIL 10 AS/DETAIL 55 Y14@15 C/C Y14 @ 15 C/C T&B CF5 AS/DETAIL 10 AS/DETAIL 55 Y14 @ 15 C/C Y14 @ 15 C/C T&B CF6 AS/DETAIL 10 AS/DETAIL 60 Y14 @ 12 C/C Y14 @ 12 C/C T&B " 20095. -125-200- CZ-FS CAFS CO 120 -120 +80- C7-F110 C3 CF1 C4 FLEXIBLE SHEET 97-₤12 FLEXIBLE SHEET 蓉 C2 09 +1.00 +100+ 65 180 -130- 120 15 70 CHAFT C140 550 150 C4 C26 450 120- C1 CF5 C2 & 135-170-140- 170 220 85- 135 -280 120 C4 140-140 288 30 240 160 -140 130- C4 30-130- C4 CF6 130166 197 194- 115 CF3 C5 454 130 730 "F C5 F8 160 200 00 C5 FB C42 550 C3 30 270 180 35 220 60 160 3020 170 180-110 120 180 4020 140 170 60 220 2045 SCALE: 15 15 FOUNDATION LAYOUT 1:100 FLEXIBLE SHEET 460 Θ

Solid Waste Engineering

3rd Edition

ISBN:9781305635203

Author:Worrell, William A.

Publisher:Worrell, William A.

Chapter4: Mechanical Processes

Section: Chapter Questions

Problem 4.20P

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Related questions

Question

Calculate steel quantity in kg for CF3, CF4,CF5, CF6 from foundation layout and other footing? The depth of CF3, CF4,CF5 and CF6 are 50, 55,55 , 60 cm in order. Both long and short bar for CF3, CF4,CF5 and CF6 are Y14@15c/c T&B, Y14@15c/c T&B, Y14@15c/c T&B, Y14@12c/c T&B in order. 2. Calculate quantity of flexible sheet from foundation layout?