❤❤

Sir please Upload fluid mechanics lecture sppu civil

🤗🌹

Sir please book ka nam bolaay with author

Sir why we converted kn into newton in this video

Sir in textbook e=80 is used formula 80 x 10 to power 3 i cant understand why this taken

Book ka nam

Each of the rods as shown below are of 6000 mm2 area at a temperature of 15 oC. Find the temperature at which the stress in the steel rod will be zero. Take 𝛂 for steel as 12 x 10 - 6 / 0C and 𝛂 for bronze as 18 x 10 - 6 / 0C. Young’s Modulus for steel is 200 GPa and for bronze is 80 GPa.

thank you very much

thanks sir 😍

What will be the stress at midpoint of each sides?

You deserve a gold medal for your clear explanations🎉

Nice 👍

Sir how to find thickness in Hollow circular giving rankines for mula

i think shear max value part b should be 50 mm ??? coz we consider web part also

sir network problem voice buffering

how much is the ratio is it 0.387?

Sir I got ad 20 KN

🎉🎉🎉🎉

Thanks sir🎉❤

125-275 = -150

Thank you Sir. Keep it up.

Thank you sir ji ❤

Sir which book is this from ?

Excellent sir . thanks

How did it end up 10,000 instead of 80k?

Thankyou so much sir ❤

This video is the best I've watched so far

Wall is smooth at a how is friction force there??

Thank you so much for your invaluable guidance on KZbin! Your clear explanations and insightful tips were instrumental in helping me pass my exams. Your dedication to teaching truly makes a difference! From West Africa, Liberia

thank you so much 🛐🛐

👍🏻👍🏻

V nice sir

Maximum shear stress is 11.6Mpa not 14.37. Q max is q2 + the q add

Sir plz solve next one also

Thq sir

Sir this question ....... a. A beam PQ 10 m long has supports at its end P and Q. it carries a point load of 6 kN at 2 m from P and a point load of 6 kN at 8 m from P and u.d.l. of 4 kN between the point loads. Draw the S.F.D. and B.M.D. b. A steel rod of 30 mm diameter and 5 m long is connected to two grips and the rod is maintained at a temperature of 95 K. Find the stress and pull exerted when the temperature falls to 30K if i) The ends don’t yield, ii) the ends yield by yield by 1.2 mm c. Take Young’s modulus of elasticity, E = 2 × 105 MN/m2 and α = 12 × 10-5 / K. d. Calculate the moment of inertia for L-section of dimensions 100 mm × 80 mm × 20 mm along x-x axis and y-y axis paasing through the C.G. of the section. e. Calculate the safe working load for a circular steel strut of 6m length and having diameter 80mm which is hinged at both ends. The factor of safety is 4. Take E=2.1 X 105 N/mm2 . f. A cantilever beam of 6 m span carries a u.d.l. of 4.5kN/m over the whole span. Find the maximum deflection and slope when moment of inertia, I = 2 × 108 mm4 and Young’s Modulus of elasticity, E = 2 × 105 N/mm2 .

Sir kya aap question paper k numerical problems solve kr dege plzz sir

G= 9165 correct ans K= 706.85

Thank you for this demonstration on how to solve this kind of problem. I got the wrong answer on one such a problem because I didn't realize I could take the moment of a point like Joint D in a section and leave out Joint A and C in the calculation. I still don't understand fully why it is we can ignore the other points when taking the moment of a section but I get that's the way to solve it. 👍

Thank you sir, I passed 3rd sem winter exam by watching your videos.

G means x10⁹

Thanks alot DR Pravin

Thanks alot Sir

❤❤❤❤

I didn't understand how you got tan(alpha)

Nice video sir, and make video on u tube manometer numerical

Thanks Sir

Thank you shriman

what if we assumed the opposite sign