Strength of Materials | Module 2 | Analytical Method for Complex Stresses | (Lecture 20)

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[@surykantchaudhary5778]

At 28:26 I'm confuse,how tau will be -ve in 1St term and +ve in second term 🤨 Plz clear any one

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[@NegusSaiyan]

sir i have a doubt ....multiplication of tan(2 theta ) for for location of principal plane and tan( 2 theta ) for the location of maximum shear stress is -1. this means that principle plane ( zero shear stress ) and maximum shear stress plane are at 90 degree to each other. how is this possible sir?

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[@roshnidamani8019]

Suppose if the shear stress is in horizontal plane in clockwise direction and it is given in the question diagram So at that time anticlockwise shear stress will be acting on the vertical plane So should we take negative sign of shear stress as sign convention since the formula for calculation of shear stress is based on vertical plane as reference?? Sir clarify this thing

[@shamimraja9815]

forget about horizontal or vertical plane...on a given state of complex stress if shear stress is in clockwise direction then it has to be taken as positive and if anti clockwise direction then negative

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[@aarushi9964]

Sir jahan shear stress maximum hoga kya ese bhi 2 planes hote hn?

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[@subhadipkarmakar8924]

Sir ... what will be the direction of angle ( thita) when it is being measured with respect to horizontal plane??

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[@mamikdutta8746]

In some books Shear stress on principal plane formula is +(sigma x- sigmas/2)

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[@jahangirkhaja6087]

I have seen a book having same formulas as Yours but is taking Anticlockwise shear stress as positive n clockwise shear stress as negative...How Come?

[@gourishanker7419]

Same here ,By using his conventions solution is just opposite..Like if Tau is +ve , then by using his convention it is -ve

[@gourishanker7419]

In my book formula is same only difference is theta in anticlock is taken as +ve and tau is taken +ve if it produces anticlock rotation

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Sir here we study stress in X &Y direction only but we don't consider the strees of Z direction, why ? I am confused please help me🙏🙏

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Sir at principal plane shear stress is 0,still why are we considering it in major and minor principle stress formula

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sir please put full derivation video about how you get the formula

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