Important Laws in StructureVIP Revision
∈=𝜎𝐸𝛾=−∈𝑦∈𝑥∈𝑥=𝜎𝑥𝐸−𝛾𝜎𝑦𝐸+𝜎𝑧𝐸+𝛼𝑇∈𝑦=𝜎𝑦𝐸−𝛾𝜎𝑥𝐸+𝜎𝑧𝐸+𝛼𝑇∈𝑧=𝜎𝑧𝐸−𝛾𝜎𝑥𝐸+𝜎𝑦𝐸+𝛼𝑇 
Bars𝜎=𝑃𝐴		Average Stress∈=𝑃𝐸𝐴𝑑𝑢𝑑𝑥=∈∆𝑙=∈𝑙 
shafts𝜃=𝑇𝑙𝐺𝐽𝐺=𝐸2(1+𝛾)𝜏𝑚𝑎𝑥=𝑇𝑅𝐽𝐽=𝜋2𝑅4			For Circular Sections.=𝑏𝑡33			For Thin Structure. 
Deflection of Beams𝜎=−𝑑2𝑉𝑑𝑥2𝐸 𝑦=−𝑀𝑦𝐼	   Special Case when 𝐸=𝑐𝑜𝑛𝑠𝑡.𝑆=𝑑𝑀𝑑𝑥𝑓=𝑑𝑆𝑑𝑥𝐸𝐼𝑑2𝑉𝑑𝑥2=𝑀𝑑2𝑑𝑥2𝐸𝐼𝑑2𝑉𝑑𝑥2=𝑀 
Mohr circle𝜏𝑚𝑎𝑥 C = 𝜎𝑥+𝜎𝑦2R = (𝜏𝑥𝑦)2+(𝜎𝑦−𝜎𝑥2)2 𝜏𝑥𝑦 c𝜎𝑚𝑎𝑥 𝜎𝑥 𝜎𝑚𝑖𝑛 𝜎𝑦 
Thin walled Vessel𝜎h=2𝜎𝑎=𝑃𝑟𝑡 
ReferencesLecture’s notes of Dr. Mohammad Tawfik:Cairo universityAssistant Professor · February 2010 to present · Giza, Al Jizah, EgyptAerospace Engineering DepartmentEmirates Aviation CollegeAssistant Professor · October 2008 to January 2010 · Dubai, United Arab EmiratesCairo universityAdjunct Professor · November 2005 to January 2010 · Cairo, EgyptThe British University in EgyptAssistant Professor · September 2007 to August 2008German University in CairoAssistant Professor · August 2003 to September 2007
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