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
- Using The Following Figures And Data Answer The Questions On The Picture There Are 15 Units Of Footings And Columns He 1 (121.63 KiB) Viewed 14 times
- Using The Following Figures And Data Answer The Questions On The Picture There Are 15 Units Of Footings And Columns He 2 (121.63 KiB) Viewed 14 times
- Using The Following Figures And Data Answer The Questions On The Picture There Are 15 Units Of Footings And Columns He 3 (121.63 KiB) Viewed 14 times
8 Number of 16mm vertical bars needed for 15 columns * (5 Points) 8-20MM VERTICAL BARS WITH 10 MM LATERAL TIES SPACED: 5 @ 100MM REST @ 150MM ON CENTERS FFL NGL 200 1000 1200 14-16MM MAT BARS ON CENTERS BOTHWAYS 200 COLUMN / FOOTING C-1 F-1 F- 1:20 23 8 O 37 O 5
8 Number of 16mm vertical bars needed for 15 columns * (5 Points) 8-20MM VERTICAL BARS WITH 10 MM LATERAL TIES SPACED: 5 @ 100MM REST @ 150MM ON CENTERS FFL NGL 200 1000 1200 14-16MM MAT BARS ON CENTERS BOTHWAYS 200 COLUMN / FOOTING C-1 F-1 F- 1:20 23 8 O 37 O 5