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Distance from extreme compression fiber to centroid of longitudinal tension steels(mm):

Width of web(mm):

Specified compressive strength of concrete(MPa):

Diameter of first longitudinal tension steel(mm):
(Note: This input is for the nearest longitudinal tension steel to extreme vertical fiber of side without flange)

Horizontal distance from first longitudinal tension steel to extreme vertical fiber of side without flange(mm):
(Note: This input is for the nearest longitudinal tension steel to extreme vertical fiber of side without flange)

Diameter of second longitudinal tension steel(mm):

Horizontal distance from second longitudinal tension steel to extreme vertical fiber of side without flange(mm):

Diameter of third longitudinal tension steel(mm):

Horizontal distance from third longitudinal tension steel to extreme vertical fiber of side without flange(mm):

Diameter of fourth longitudinal tension steel(mm):

Horizontal distance from fourth longitudinal tension steel to extreme vertical fiber of side without flange(mm):

Diameter of fifth longitudinal tension steel(mm):

Horizontal distance from fifth longitudinal tension steel to extreme vertical fiber of side without flange(mm):

Diameter of sixth longitudinal tension steel(mm):

Horizontal distance from sixth longitudinal tension steel to extreme vertical fiber of side without flange(mm):

Diameter of last longitudinal tension steel(mm):
(Note: This input is for the farthest longitudinal tension steel to extreme vertical fiber of side without flange)
(Note: For example, if there are 5 longitudinal tension steels, enter diameter of fifth longitudinal tension steel in field of "Diameter of last longitudinal tension steel(mm)" and enter 0 in field of "Diameter of fifth longitudinal tension steel(mm)" and "Diameter of sixth longitudinal tension steel(mm)")

Horizontal distance from last longitudinal tension steel to extreme vertical fiber of side without flange(mm):
(Note: This input is for the farthest longitudinal tension steel to extreme vertical fiber of side without flange)
(Note: For example, if there are 5 longitudinal tension steels, enter horizontal distance from fifth longitudinal tension steel to extreme vertical fiber of side without flange in field of "Horizontal distance from last longitudinal tension steel to extreme vertical fiber of side without flange(mm)" and enter 0 in field of "Horizontal distance from fifth longitudinal tension steel to extreme vertical fiber of side without flange(mm)" and "Horizontal distance from sixth longitudinal tension steel to extreme vertical fiber of side without flange(mm)")

Specified yield strength of longitudinal tension steels(MPa):

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Output

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