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No more engineers? Understanding Australia’s engineering skills shortage
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Cement 101: What you need to know about this major construction material and it’s alternatives
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Concrete Slab-on-Grade Designer to AS3600
Concrete Slab on Grade Design to AS3600-2018
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AISC
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İKSA YAPILARI PROJELENDİRME HİZMET BEDELİ (2024)
iksa teklif fiyat hesabı-2023
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Dezi et. al (2010)
Kinematik_Analitik_BoredPile
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Projectile motion
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Calculation
Inputs
Beam Data
E
:200,000MPaMoment of Inertia
Beam Section
:W44X335Note, the section sizes are US sizes i.e. AISC W, S, C, MC, or HSS shape and aid in obtaining the moment of inertia, I (cm4) which influences the deflection and slope diagrams.
End Fixities
Intermediate supports are always pinned.
Left support
:Pinned
Right support
:Pinned
Span Data
Span and support nomenclature
Number of spans
:5Input up to five span lengths. If less than five spans, then input 0 for length in the table below:
Loads
Remember, downwards loads are defined as positive values.
Load nomenclature for each span
Span #1
Distributed Loads
Point Loads
Moments
Span #2
Span #3
Span #4
Span #5
Cantilever
Output
Results
Reactions and Moments at Supports
-20.45 | 356.68 | 77.05 | -10.41 | 2.25 | -0.62 | |
0 | -129.53 | -42.62 | 10.01 | -3.08 | 0 |
Maximum Moments
Maximum Deflections
Specify Points of Interest
Diagrams
Shear Diagram (SFD)
Bending Moment Diagram (BMD)
Deflection Diagram (Δ)
Slope Diagram (θ)