- Base Gl Wall Toe Surcharge Backfill Arm Or Stem Key Retaining Wall Heel 12 175 Mm C C 12 200 Mm C C Length 90 M W 1 (20.7 KiB) Viewed 26 times
- Base Gl Wall Toe Surcharge Backfill Arm Or Stem Key Retaining Wall Heel 12 175 Mm C C 12 200 Mm C C Length 90 M W 2 (34.62 KiB) Viewed 26 times
- Base Gl Wall Toe Surcharge Backfill Arm Or Stem Key Retaining Wall Heel 12 175 Mm C C 12 200 Mm C C Length 90 M W 3 (21.99 KiB) Viewed 26 times
- Base Gl Wall Toe Surcharge Backfill Arm Or Stem Key Retaining Wall Heel 12 175 Mm C C 12 200 Mm C C Length 90 M W 4 (24.39 KiB) Viewed 26 times
12 @ 175 mm c/c $12 @ 200 mm c/c Length= 90 m Wall Retaining wall section Base 0.6 m 1.5 m 0.5 m 6m $16 @ 125 mm c/c $14 @ 150 mm c/c 0.9 m 0.3 m 0.3 m T 0.6 m 0.15 m
etaining wall ection 0.6 m 1.5 m $14 @ 175 mm c/c $14 @ 175 mm c/c 2020 2.4 m b.19 m 0:3 m $16 @ 150 mm c/c $14 @ 150 mm c/c 0.9 m 0.6 m $14 @ 175 mm c/c 0,3 m 0.075 m 0.3 m d 4x+ 0.15 m 0.3 m
For the following retaining wall, calculate the quantities of the concrete and reinforcement - Length of the retaining wall is 90 m. Consider 75 mm concrete cover Measure the dimensions and the number of reinforcement of the reinforcement steel to get the total length. - Ignore the extra length for the splices