By GATE Wallah - ME, CE, XE & CH
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Get instant insights and key takeaways from this YouTube video by GATE Wallah - ME, CE, XE & CH.
Shear Stress Distribution
š Shear stress arises from shear force (V), which is the rate of change of bending moment (dM/dx = V), and varies across the cross-section.
š The general equation for shear stress distribution is Ļ = S A yĢ / I b, where S is shear force, A is the area beyond the point of interest, yĢ is its centroidal distance from the neutral axis, I is the moment of inertia, and b is the width.
š For a rectangular section, shear stress distribution is parabolic, with **Ļ_max = 1.5 * Ļ_average at the neutral axis and zero at the extreme fibers.
š For a circular section, the distribution is also parabolic, with Ļ_max = 1.33 * Ļ_average. In I-sections and T-sections, stress shows a sudden increase** at web-flange junctions due to abrupt changes in width.
Torsion Fundamentals
š Torsion is a twisting moment applied about the longitudinal axis of a member, exemplified by opening a bottle cap or the rotation in a motor shaft.
š The sign convention for torsion uses the Right-Hand Thumb Rule: a thumb pointing towards the section when fingers curl in the torque direction indicates positive torsion.
āļø The torsion formula is Ļ/R = T/Ip = GĪø/L, where Ļ is torsional shear stress, R is the distance from the center, T is torsional moment, Ip is polar moment of inertia, G is modulus of rigidity, and Īø/L is the rate of twist.
šÆ Torsional stress distribution is linear, being zero at the center and maximum at the extreme outer surface (Ļ_max = T * R_max / Ip), acting parallel to the cross-section.
ā
Key assumptions for torsion theory include the material being isotropic, homogeneous, and elastic, the shaft having a constant circular cross-section (preventing warping), and plane sections remaining plane after twisting.
ā For a solid circular shaft, the polar moment of inertia (Ip) is ĻDā“/32 and the polar section modulus (Zp) is ĻD³/16.
Key Points & Insights
š” Continuously review previous chapters and concepts to build a strong foundation, as new topics often relate to earlier material.
šŖ Embrace challenges and persist in your studies; the effort invested in overcoming difficulties enhances the value and enjoyment of future success.
š Actively solve Daily Practice Problems (DPPs) and revise regularly, especially on non-lecture days like Sunday, to solidify understanding and prepare for upcoming classes.
šø Video summarized with SummaryTube.com on Sep 24, 2025, 19:35 UTC
Full video URL: youtube.com/watch?v=GMsM6rKWhpA
Duration: 1:18:14
Get instant insights and key takeaways from this YouTube video by GATE Wallah - ME, CE, XE & CH.
Shear Stress Distribution
š Shear stress arises from shear force (V), which is the rate of change of bending moment (dM/dx = V), and varies across the cross-section.
š The general equation for shear stress distribution is Ļ = S A yĢ / I b, where S is shear force, A is the area beyond the point of interest, yĢ is its centroidal distance from the neutral axis, I is the moment of inertia, and b is the width.
š For a rectangular section, shear stress distribution is parabolic, with **Ļ_max = 1.5 * Ļ_average at the neutral axis and zero at the extreme fibers.
š For a circular section, the distribution is also parabolic, with Ļ_max = 1.33 * Ļ_average. In I-sections and T-sections, stress shows a sudden increase** at web-flange junctions due to abrupt changes in width.
Torsion Fundamentals
š Torsion is a twisting moment applied about the longitudinal axis of a member, exemplified by opening a bottle cap or the rotation in a motor shaft.
š The sign convention for torsion uses the Right-Hand Thumb Rule: a thumb pointing towards the section when fingers curl in the torque direction indicates positive torsion.
āļø The torsion formula is Ļ/R = T/Ip = GĪø/L, where Ļ is torsional shear stress, R is the distance from the center, T is torsional moment, Ip is polar moment of inertia, G is modulus of rigidity, and Īø/L is the rate of twist.
šÆ Torsional stress distribution is linear, being zero at the center and maximum at the extreme outer surface (Ļ_max = T * R_max / Ip), acting parallel to the cross-section.
ā
Key assumptions for torsion theory include the material being isotropic, homogeneous, and elastic, the shaft having a constant circular cross-section (preventing warping), and plane sections remaining plane after twisting.
ā For a solid circular shaft, the polar moment of inertia (Ip) is ĻDā“/32 and the polar section modulus (Zp) is ĻD³/16.
Key Points & Insights
š” Continuously review previous chapters and concepts to build a strong foundation, as new topics often relate to earlier material.
šŖ Embrace challenges and persist in your studies; the effort invested in overcoming difficulties enhances the value and enjoyment of future success.
š Actively solve Daily Practice Problems (DPPs) and revise regularly, especially on non-lecture days like Sunday, to solidify understanding and prepare for upcoming classes.
šø Video summarized with SummaryTube.com on Sep 24, 2025, 19:35 UTC
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