Number of 10mm bar needed for lateral ties of 15 columns * (5 Points) 350 350 COLUMN C-1 1:10 O 37 42 630 O 126 Number

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Number Of 10mm Bar Needed For Lateral Ties Of 15 Columns 5 Points 350 350 Column C 1 1 10 O 37 42 630 O 126 Number 1 (82.59 KiB) Viewed 20 times

Number Of 10mm Bar Needed For Lateral Ties Of 15 Columns 5 Points 350 350 Column C 1 1 10 O 37 42 630 O 126 Number 2 (82.59 KiB) Viewed 20 times

Using the following figures and data, answer the questions on the picture:
There are 15 units of footings and columns
Height of the top of column footing to the natural ground line = 1.5m
From natural ground line to the bottom of the beam = 3.0m
Depth of the beam = 0,30m
Slab thickness = 0.10m
Bend at the footing = 0.50m
Provide dowel for second floor provision = 0.50m
protective side covering for footing foundation = 0.075 m
Protective covering of column = 0.05 m
Consider length of hook and bending = 240mm
use 40cm for tie wire
Please Answer the following questions on the picture, choices are given. Thanks
Number of 10mm bar needed for lateral ties of 15 columns * (5 Points) 350 350 COLUMN C-1 1:10 O 37 42 630 O 126
Number of 10mm bar needed for lateral ties of 15 columns * (5 Points) 350 350 COLUMN C-1 1:10 O 37 42 630 O 126