1
00:00:00,350 --> 00:00:03,650
Place a native rectangular isolated footing at a structural

2
00:00:03,650 --> 00:00:04,070
column.

3
00:00:04,330 --> 00:00:08,510
This example uses the 1800 by 1200 by 450

4
00:00:08,510 --> 00:00:10,110
millimeter type at level 0.

5
00:00:10,590 --> 00:00:15,010
Select the footing edge, then choose BIMSpeed .str, Isolated

6
00:00:15,010 --> 00:00:17,410
Footing, and the Classic Isolated Footing command.

7
00:00:17,990 --> 00:00:21,430
Common Settings sets bottom, top, and side concrete cover,

8
00:00:21,570 --> 00:00:22,970
here 35 millimeters.

9
00:00:23,510 --> 00:00:26,290
Each reinforcement tab has an Enable checkbox.

10
00:00:26,490 --> 00:00:28,790
Start with only the bottom layer enabled for a

11
00:00:28,790 --> 00:00:29,250
simple run.

12
00:00:29,250 --> 00:00:32,670
Store a named configuration only after checking the footing

13
00:00:32,670 --> 00:00:34,290
dimensions and available bar types.

14
00:00:34,830 --> 00:00:37,970
Bottom layer has independent X and Y diameter, spacing,

15
00:00:38,090 --> 00:00:40,070
or bar number, and optional hook length.

16
00:00:40,330 --> 00:00:43,610
The displayed example is D6 at 200 millimeters in

17
00:00:43,610 --> 00:00:45,650
each direction with 200 millimeter hooks.

18
00:00:46,330 --> 00:00:48,550
Top layer repeats these controls for the upper mesh.

19
00:00:48,890 --> 00:00:51,090
Switch off top layer when it is not required

20
00:00:51,090 --> 00:00:51,730
by the design.

21
00:00:52,370 --> 00:00:54,150
Mid layer is disabled in this example.

22
00:00:54,470 --> 00:00:56,870
Enable it only when an intermediate mesh is intended.

23
00:00:56,870 --> 00:01:00,490
Vertical Reinforced controls X and Y starter or vertical

24
00:01:00,490 --> 00:01:02,690
bars with diameter and spacing or number.

25
00:01:02,990 --> 00:01:06,170
Review the preview, anchorage, and the host column before

26
00:01:06,170 --> 00:01:06,930
creating bars.

27
00:01:07,670 --> 00:01:11,150
Horizontal Reinforced can create segmented or closed stirrups around

28
00:01:11,150 --> 00:01:13,910
the footing with diameter, hook length, and layer count.

29
00:01:14,090 --> 00:01:17,510
In the captured run, top, vertical, and horizontal were

30
00:01:17,510 --> 00:01:20,170
disabled, so Create requested the bottom mesh only.

31
00:01:20,570 --> 00:01:23,450
The dialog closed after Create, but this footage alone

32
00:01:23,450 --> 00:01:25,170
does not prove the resulting bar count.

33
00:01:25,170 --> 00:01:28,330
Confirm rebar elements in the saved model before treating

34
00:01:28,330 --> 00:01:29,750
the result as a verified detail.

35
00:01:29,750 --> 00:01:29,900
Confirm rebar elements in the saved model.

36
00:01:29,930 --> 00:01:30,080
Thank you.
