• Revit

Optimizing steel members

Optimize steel members for resistance, stability, and code compliance by defining groups in the structure.


00:03

After a steel structure has been defined and verified,

00:07

it's time to optimize the steel members

00:11

to begin.

00:12

The structure needs to have defined groups

00:15

based on function

00:16

loads applied

00:18

and expected material effort

00:20

to define a group

00:22

from the text menu, select design

00:25

steel members design options,

00:28

members, group's definition.

00:31

This displays the definitions, dialogue,

00:35

open the groups tab

00:37

next to number. Click new,

00:41

clear the member list, text field

00:44

and in the drawing area,

00:45

select a main column,

00:48

right, click and click, select similar,

00:51

select by member type.

00:54

Click in the member list field to update

00:56

the field with the number for the main columns

00:60

in the name field.

01:01

Enter main columns.

01:05

Next

01:06

click sections,

01:08

the selection of sections, dialogue displays

01:12

under databases, select the appropriate database

01:16

and then under section families

01:19

select UC universal columns.

01:22

Click OK to close the dialogue

01:25

in the definitions. Dialogue, click save

01:29

this process repeats

01:31

for each group of members.

01:33

The groups defined after the main column

01:36

are gable wall columns, rafters,

01:39

pearls,

01:41

wal girts and braces

01:44

for each group.

01:45

Click new to create a new group.

01:48

Clear the member list field,

01:50

select the necessary components

01:53

by using selection by member type

01:56

and click sections

01:58

to define this section, databases and families.

02:02

The order in which the groups are defined makes it possible for the following group

02:07

to inherit the definitions of the preceding group.

02:10

When applicable.

02:11

For example,

02:13

since gable wall columns

02:15

use the same section types,

02:18

you do not need to assign the selection of sections

02:22

for rafters.

02:23

The selection families are different

02:26

to clear sections

02:28

from the selection of sections. Dialogue,

02:32

click delete all,

02:34

then

02:35

select the section families, UB universal beams

02:40

and RSJ

02:42

rolled steel joints

02:44

again,

02:45

click OK to close the dialogue

02:48

and

02:49

from the definitions, dialogue, click save

02:52

pearls

02:53

inherit the same section families as rafters.

02:57

Therefore,

02:58

they do not need modification.

03:00

Select the

03:01

pins using the selection by member type

03:05

and assign the group a name

03:07

Walts

03:09

need to be assigned different section families

03:13

once selected and named

03:15

click sections

03:17

to open the selection of sections, dialogue,

03:20

clear inherited sections

03:23

and then

03:24

set the section family to RSC rolled steel channels.

03:32

Finally

03:33

select the braces and name the group

03:40

click sections to open the selection of sections. Dialogue

03:44

from here,

03:46

clear the inherited sections

03:48

and then

03:49

assign the braces to the user database

03:53

and the pr section family.

03:56

Remember to click save after each new group is defined

04:01

as new groups are made.

04:03

The group number updates automatically

04:06

once all groups are defined

04:08

close the dialogue

04:11

to begin optimization

04:13

from the text menu,

04:15

select design

04:17

steel member design options, calculation.

04:21

This displays the calculations, dialogue

04:25

under verification options, select code group design,

04:30

check optimization

04:32

and check uls limit state

04:35

next to optimization select options.

04:39

This displays the optimization options, dialogue,

04:43

adjust the options if necessary.

04:45

Click OK to close the dialogue

04:49

to modify advanced parameters, click configuration,

04:54

this displays the configuration dialogue,

04:57

close the dialogue

04:59

back in the calculations, dialogue

05:01

uncheck save calculation results

05:05

under limit states.

05:07

Select list to view the load case selection dialogue

05:12

here you can modify the ULS components

05:15

close the dialogue.

05:18

After modifications are made, click calculations,

05:22

the code group design dialogue displays

05:25

and calculations load for a few moments,

05:29

inspect the messages that appear before proceeding

05:33

open the results tab

05:35

results are displayed in groups

05:38

for each group member.

05:39

An optimal section is indicated with a blue icon.

05:44

Select change all to optimize all groups

05:48

close the dialogue.

05:51

Remember to rerun calculations after changing sections

05:55

to do this from the text menu,

05:58

select analysis calculations,

06:02

the calculations, dialogue displays

06:04

and takes a few moments to load

06:07

back in the code group calculations, dialogue, click calculations once more

06:12

to run those calculations again

06:16

again. From the code group design dialogue,

06:19

click change all to optimize sections.

06:23

Repeat this loop of calculation

06:26

until you have a stable solution. In each group.

06:30

A stable solution is indicated when two

06:32

consecutive rounds have the same optimization sections

06:36

are signed in groups.

06:38

Next

06:39

verify the SLS limit state,

06:42

select SLS from the calculations, dialogue

06:45

and then

06:46

select code group verification,

06:50

select calculations,

06:52

the code group verification, dialogue displays,

06:56

inspect the results,

06:57

then close the dialogue.

Video transcript

00:03

After a steel structure has been defined and verified,

00:07

it's time to optimize the steel members

00:11

to begin.

00:12

The structure needs to have defined groups

00:15

based on function

00:16

loads applied

00:18

and expected material effort

00:20

to define a group

00:22

from the text menu, select design

00:25

steel members design options,

00:28

members, group's definition.

00:31

This displays the definitions, dialogue,

00:35

open the groups tab

00:37

next to number. Click new,

00:41

clear the member list, text field

00:44

and in the drawing area,

00:45

select a main column,

00:48

right, click and click, select similar,

00:51

select by member type.

00:54

Click in the member list field to update

00:56

the field with the number for the main columns

00:60

in the name field.

01:01

Enter main columns.

01:05

Next

01:06

click sections,

01:08

the selection of sections, dialogue displays

01:12

under databases, select the appropriate database

01:16

and then under section families

01:19

select UC universal columns.

01:22

Click OK to close the dialogue

01:25

in the definitions. Dialogue, click save

01:29

this process repeats

01:31

for each group of members.

01:33

The groups defined after the main column

01:36

are gable wall columns, rafters,

01:39

pearls,

01:41

wal girts and braces

01:44

for each group.

01:45

Click new to create a new group.

01:48

Clear the member list field,

01:50

select the necessary components

01:53

by using selection by member type

01:56

and click sections

01:58

to define this section, databases and families.

02:02

The order in which the groups are defined makes it possible for the following group

02:07

to inherit the definitions of the preceding group.

02:10

When applicable.

02:11

For example,

02:13

since gable wall columns

02:15

use the same section types,

02:18

you do not need to assign the selection of sections

02:22

for rafters.

02:23

The selection families are different

02:26

to clear sections

02:28

from the selection of sections. Dialogue,

02:32

click delete all,

02:34

then

02:35

select the section families, UB universal beams

02:40

and RSJ

02:42

rolled steel joints

02:44

again,

02:45

click OK to close the dialogue

02:48

and

02:49

from the definitions, dialogue, click save

02:52

pearls

02:53

inherit the same section families as rafters.

02:57

Therefore,

02:58

they do not need modification.

03:00

Select the

03:01

pins using the selection by member type

03:05

and assign the group a name

03:07

Walts

03:09

need to be assigned different section families

03:13

once selected and named

03:15

click sections

03:17

to open the selection of sections, dialogue,

03:20

clear inherited sections

03:23

and then

03:24

set the section family to RSC rolled steel channels.

03:32

Finally

03:33

select the braces and name the group

03:40

click sections to open the selection of sections. Dialogue

03:44

from here,

03:46

clear the inherited sections

03:48

and then

03:49

assign the braces to the user database

03:53

and the pr section family.

03:56

Remember to click save after each new group is defined

04:01

as new groups are made.

04:03

The group number updates automatically

04:06

once all groups are defined

04:08

close the dialogue

04:11

to begin optimization

04:13

from the text menu,

04:15

select design

04:17

steel member design options, calculation.

04:21

This displays the calculations, dialogue

04:25

under verification options, select code group design,

04:30

check optimization

04:32

and check uls limit state

04:35

next to optimization select options.

04:39

This displays the optimization options, dialogue,

04:43

adjust the options if necessary.

04:45

Click OK to close the dialogue

04:49

to modify advanced parameters, click configuration,

04:54

this displays the configuration dialogue,

04:57

close the dialogue

04:59

back in the calculations, dialogue

05:01

uncheck save calculation results

05:05

under limit states.

05:07

Select list to view the load case selection dialogue

05:12

here you can modify the ULS components

05:15

close the dialogue.

05:18

After modifications are made, click calculations,

05:22

the code group design dialogue displays

05:25

and calculations load for a few moments,

05:29

inspect the messages that appear before proceeding

05:33

open the results tab

05:35

results are displayed in groups

05:38

for each group member.

05:39

An optimal section is indicated with a blue icon.

05:44

Select change all to optimize all groups

05:48

close the dialogue.

05:51

Remember to rerun calculations after changing sections

05:55

to do this from the text menu,

05:58

select analysis calculations,

06:02

the calculations, dialogue displays

06:04

and takes a few moments to load

06:07

back in the code group calculations, dialogue, click calculations once more

06:12

to run those calculations again

06:16

again. From the code group design dialogue,

06:19

click change all to optimize sections.

06:23

Repeat this loop of calculation

06:26

until you have a stable solution. In each group.

06:30

A stable solution is indicated when two

06:32

consecutive rounds have the same optimization sections

06:36

are signed in groups.

06:38

Next

06:39

verify the SLS limit state,

06:42

select SLS from the calculations, dialogue

06:45

and then

06:46

select code group verification,

06:50

select calculations,

06:52

the code group verification, dialogue displays,

06:56

inspect the results,

06:57

then close the dialogue.

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