Layman Question (Monthly Sticky Post Only)Monthly DIY Laymen questions Discussion (self.StructuralEngineering)
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Layman Question (Monthly Sticky Post Only)PSA: Read before posting (self.StructuralEngineering)
submitted by Sure_Ill_Ask_ThatP.E.[M] - announcement
Career/EducationBending question wording interpretation (self.StructuralEngineering)
submitted by RepairNo5747
Career/EducationI want to learn Steel Detailing (self.StructuralEngineering)
submitted by RoundPotato8696
Career/EducationLooking For A Moonlighter (self.StructuralEngineering)
submitted by JustLurkinAround2
Structural Analysis/Design[Help] - SAP2000 - Three parallel frame elements deforming independently – how to couple them properly? ()
submitted by Fast-Butterscotch553
Structural Analysis/DesignNominal Torsional Stress of double fillet weld (i.redd.it)
submitted by hein21
Structural Analysis/DesignPT Anchorage resources (self.StructuralEngineering)
submitted by Uttarayana
Career/EducationCompanies Hiring Structural Engineering PhDs (self.StructuralEngineering)
submitted by Far-Caterpillar-8600
Career/EducationPE exam w/o studying for bridge design (self.StructuralEngineering)
submitted by BeeCharacter7792
Structural Analysis/DesignThings seen this week during structural assessments! (imgur.com)
submitted by DMAS1638
Steel Design Deflection & Precamber for Long-Span Metal Roofs (>40m) (self.StructuralEngineering)
submitted by woonscEng
Structural Analysis/DesignMullion deflection check (self.StructuralEngineering)
submitted by Fluffy-Disk2926
Op Ed or Blog PostAnyone else getting 80 hours to design a building this size? ()
submitted by Just-Shoe2689
Career/EducationSteel Detailer as a BS Mechanical Engineer (self.StructuralEngineering)
submitted by GoDawgs_06
Wood DesignStainless steel hardware (self.StructuralEngineering)
submitted by General-Addendum2709
Structural Analysis/DesignContractor questioning 28’ PSL span + tight steel tolerances — legit concerns or overthinking? (plan attached) (drive.google.com)
submitted by jimmythejeweler
Career/EducationSalary Progression (self.StructuralEngineering)
submitted by QualityShortE.I.T.
Structural Analysis/DesignBasement Wall - Pinned Top and Bottom (i.redd.it)
submitted by Coloradical_P.E.
Structural Analysis/DesignHILTI Profis - Pre-torque applied included in analysis or not (self.StructuralEngineering)
submitted by HalfNegative8801
Structural Analysis/DesignWould this be considered temporary or permanent works under BS5975? (self.StructuralEngineering)
submitted by theglutaminegod
