Strength of Materials | Module 3 | Sign Convention For Shear Force and Bending Moment | (Lecture 31)

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after 5 yrs of engg. mujhe aj sign convention itna accha or clear cut samjh aya hai. thanks man.

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Sir..can we take positive sign for shear force that cause sagging and negative sign when it cause hogging without using left or right vice versa concepts

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Q1. How I identify a moment is clockwise or anticlockwise ? Q2. Please solve a problem for bending moment Thankyou

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Sir do SF calculation of cantilever beam from fixed end to free end and show that it is equivalent to calculating from free end

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Sir solve a problem according to you explation i means use the convention according to ur ways

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Schaum's outlines, W A Nash

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is center of curvature or center of gyration same or different

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Sir kya sign convention khud pr depend krta hai......? Iska koi one way ya rule nhi hai...?? Bahoot confusion hai sir...

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In which lecture you have discussed truss. Please reply as soon as w

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What will be the sign convention if beam is bending in vertical plane and profile plane ?

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R to L upward forces sign is positive and downward force sign is negative

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clockwise direction me jo aapne smjhaya glt smjhaya section c tak sir kyonki UDL h to vo centroid pe act krega , or aapne distance X asaume kiya h to magnitude of load *act on half of the distance X that u had been assumed ....so use aap fr se dekho ek baar

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Its not working in simply supported beam from right to left

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