Concrete Stress Data
Displays the Bridge Load Rating Design results for all the Concrete Stress Rating Cases as per the Service Limit State.
From the Main Menu select Design > Bridge Rating Design > Rating Design > Rating Design Result Tables > Concrete Stress Data.
Group: User Specified element group name.
Elem.:Designed element
Part:Location of the member [
node or 
node].
Rating Case:The design condition that will generate corresponding member results.
Rating Factor
C Factor: Rating Factor for compression stress.
T Factor:Rating Factor for tensile stress.
DC
Factor:The DC load case factor inputted in Bridge Load Rating Setting.
Left Top Stress (tonf/m2):The stress at left-top corner of the section due to DC Load Case.
Right Top Stress (tonf/m2):The stress at right-top corner of the section due to DC Load Case.
Right Bottom Stress (tonf/m2):The stress at right-bottom corner of the section due to DC Load Case.
Left Bottom Stress (tonf/m2):The stress at left-bottom corner of the section due to DC Load Case.
DW
Factor: The DW load case factor inputted in Bridge Load Rating Setting.
Left Top Stress (tonf/m2): The stress at the left-top corner of section due to DW Load Case.
Right Top Stress (tonf/m2): The stress at the right-top corner of section due to DW Load Case.
Right Bottom Stress (tonf/m2):The stress at the right-bottom corner of the section due to DW Load Case.
Left Bottom Stress (tonf/m2):The stress at left-bottom corner of the section due to DW Load Case.
Temperature
Factor: The Temperature load case factor inputted in Bridge Load Rating Setting.
Left Top Stress (tonf/m2):The stress at the left-top corner of section due to Temperature Load Case.
Right Top Stress (tonf/m2): The stress at the right-top corner of section due to Temperature Load Case.
Right Bottom Stress (tonf/m2):The stress at the right-bottom corner of section due to Temperature Load Case.
Left Bottom Stress (tonf/m2): The stress at the left-bottom corner of section due to Temperature Load Case.
Permanent
Factor:The Permanent load case factor inputted in Bridge Load Rating Setting.
Left Top Stress (tonf/m2):The stress at the left-top corner of section due to Permanent Load Case.
Right Top Stress (tonf/m2):The stress at the right-top corner of section due to Permanent Load Case.
Right Bottom Stress (tonf/m2):The stress at the right-bottom corner of section due to Permanent Load Case.
Left Bottom Stress (tonf/m2):The stress at the left-bottom corner of section due to Permanent Load Case.
Secondary
Factor:The Secondary load case factor inputted in Bridge Load Rating Setting.
Left Top Stress (tonf/m2):The stress at the left-top corner of section due to Secondary Load Case.
Right Top Stress (tonf/m2):The stress at the right-top corner of section due to Secondary Load Case.
Right Bottom Stress (tonf/m2):The stress at the right-bottom corner of section due to Secondary Load Case.
Left Bottom Stress (tonf/m2):The stress at the left-bottom corner of section due to Secondary Load Case.
User Defined
Factor:The User Defined load case factor inputted in Bridge Load Rating Setting.
Left Top Stress (tonf/m2): The stress at the left-top corner of section due to User Defined Load Case
Right Top Stress (tonf/m2): The stress at the right-top corner of section due to User Defined Load Case
Right Bottom Stress (tonf/m2):The stress at the right-bottom corner of section due to User Defined Load Case
Left Bottom Stress (tonf/m2):The stress at the left-bottom corner of section due to User Defined Load Case
Pri.LL
Factor: The Primary Live Load factor inputted in Bridge Load Rating Setting.
Left Top Stress (tonf/m2): The stress at the left-top corner of section due to Primary Live Load Case
Right Top Stress (tonf/m2): The stress at the right-top corner of section due to Primary Live Load Case
Right Bottom Stress (tonf/m2):The stress at the right-bottom corner of section due to Primary Live Load Case
Left Bottom Stress (tonf/m2):The stress at the left-bottom corner of section due to Primary Live Load Case
Adj.LL
Factor:The Adjacent Live Load factor inputted in Bridge Load Rating Setting.
Left Top Stress (tonf/m2):The stress at the left-top corner of section due to Adjacent Live Load Case
Right Top Stress (tonf/m2): The stress at the right-top corner of section due to Adjacent Live Load Case
Right Bottom Stress (tonf/m2):The stress at the right-bottom corner of section due to Adjacent Live Load Case
Left Bottom Stress (tonf/m2): The stress at the left-bottom corner of section due to Adjacent Live Load Case
Note
If the result does not satisfy the standard specification of design, then it is displayed in red.