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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)