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Single-Span Beam Analysis

Calculation

Inputs

Beam Data



L
:10.00m​



E
:200,000MPa​



Size
:L5X3-1/2X1/2​

Moment of Inertia


I
:1.67e+2cm^4​

Note: section sizes are US sizes i.e. AISC W, S, C, MC, or HSS shapes. For non-AISC sections, the user should specify moment of inertia below:


I, cm4
:0.00e+0​



End Fixities



Left
:Fixed​



Right
:Fixed​


Loads

Remember, downward loads are defined as positive values.

Load nomenclature



Add distributed loads here



Add point loads here



Add point moments here




Output

Reactions

Left Support


RL
:54kN​



ML
:-103.68333333333362kN m​

Right Support


RR
:0kN​



MR
:0kN m​



Maximum Moments and Deflections



+M(max)
:66kN m​



-M(max)
:-1289kN m​



+Δ(max)
:0mm​



-Δ(max) =
:-359303mm​



+M(max) Location
:4m​



-M(max) Location
:-22m​



+Δ(max) Location
:0m​



-Δ(max) Location
:-22m​


Diagrams

Shear Force Diagram (SFD)



Bending Moment Diagram (BMD)



Deflection Diagram (Δ)



Slope Diagram (θ)