Calcs.app
About
Contact
Tension capacity of steel section
This calculation determines the yield and ultimate tension capacity of a steel section
Input:
ϕ =
ϕu =
Fu =
Fy =
Ag =
An =
Output:
Definitions
ϕ = Resistance factor
F
u
= Ultimate strength of base metal (ksi)
F
y
= Yield strength of steel (ksi)
A
g
= Gross area of cross section (in
2
)
A
n
= Net area of cross section (in
2
)
Calculate the tension yield capacity
kip
kip
kip
Calculate the ultimate tension capacity
kip
kip
kip
Calculate the governing capacity
kip
kip
kip
User Notes:
User notes
Calcs.app
Home
About
Contact
General
Historical Structural References
Links to Other Helpful Resources
NBCC Seismic and Climate Data
Unit Converter
Analysis
Beam Formulas
Live Load Reduction Factors
Load Combinations
Mohr's Circle Stresses
Nonstructural Component Seismic Demands
Section Properties of Shapes
Seismic Base Shear
Snow Load
Table of Areas and Centroids
Table of Fixed End Moments
Wall Anchorage (ASCE 7)
Concrete
Beam Capacity
Bearing Capacity
Concrete Properties
Concrete Quantity Takeoff
Column Axial Capacity
Column Flexural Capacity
Diaphragm Shear Capacity
Rebar Conversion
Rebar Development Length
Rebar Properties
Rebar Quantity Takeoff
Shear-Friction Capacity
SOG Concentrated Load
Strip Footing Design
Steel
Bolt Properties
Compression Capacity
Fillet Weld Capacity
Section Properties
Tension Capacity
Weld Group Capacity (Elastic)
Weld Properties
Wood
Built-up wood columns
Sawn Lumber Capacity