3 ай бұрын
Пікірлер
@alanrebwar6908 20 сағат бұрын
E = 200 Gpa why u multiplied by 10^3
@rayonzray8357 Күн бұрын
In your I section video, q2= q1 + L/0.5W, yet in this video, q2=q1+L/W, which one is correct????
@Lakkshay 10 күн бұрын
Sir paper madhi hei question bank madhle question yeta na? Kasa te awgad zata baher ch question ala tr aple reply madadgar rahil amchya sathi
@pravinspatil 10 күн бұрын
Type same aastil
@jaykalantri109 13 күн бұрын
Moment of inertia is mm^ square hai
@pravinspatil 13 күн бұрын
Moment of inertia is mm^4
@ByRoadPrim 13 күн бұрын
Derivation also plz...😊
@pravinspatil 13 күн бұрын
kzbin.info/www/bejne/gJndont8iNN3gK8
@ByRoadPrim 14 күн бұрын
Nice concept Btw music name plz
@pravinspatil 14 күн бұрын
It is available in youtube
@ByRoadPrim 13 күн бұрын
Ok sir ❤
@abdulrahmanhassan8502 17 күн бұрын
why do u divide by 12
@pravinspatil 17 күн бұрын
kzbin.info036Xm9H3PpA?feature=share Moment of inertia for rectangular section
@abdulrahmanhassan8502 17 күн бұрын
@@pravinspatil thanks
@afjal.pathan1 18 күн бұрын
Excellent teaching
@ByRoadPrim 19 күн бұрын
Nice work
@THEKINGSEKHAR 22 күн бұрын
😍 THANK YOU SIR🙏
@blessingsunday7499 23 күн бұрын
But i though the crippling load formula for fixed and free end column is divided by 4l^2 instead of le^2 ?
@pravinspatil 23 күн бұрын
kzbin.infogZmMFZ2zC_c?feature=share
@droidscreator 24 күн бұрын
150 mm spacing can we provide?
@pravinspatil 24 күн бұрын
Spacing of 140mm c/c
@droidscreator 24 күн бұрын
@pravinspatil the spacing came 149 mm so you have taken 140 mm so we can take 140 or 150 mm
@pravinspatil 23 күн бұрын
Lesser spacing means maximum reinforcement so 140mm
@droidscreator 23 күн бұрын
@@pravinspatil got it sir thank you 🥰
@MiyaBhai-dv2gc 27 күн бұрын
My One Doubt Is Sir Why You Not Taken The Rb term in the summation of moment at b=0 It Is Also A Force It Will Be Also Coming In The Equation Naa ?
@pravinspatil 27 күн бұрын
You can take summation of moment at B = 0, you will get same answer
@MiyaBhai-dv2gc 27 күн бұрын
@@pravinspatil ok thank you sir
@dhananjayjadhav4095 Ай бұрын
Radius of hollow shaft is 75 mm 150÷2
@pravinspatil Ай бұрын
d = 150 mm inside diameter D= 250mm external diameter So R = 250/2 for hollow
@Dharani-eo8tb Ай бұрын
In joint A horizontal force is missing
@pravinspatil Ай бұрын
Already explained Horizontal reaction RAx = 0. because on truss no Horizontal external force
@Dharani-eo8tb Ай бұрын
@@pravinspatil okay sir
@beemanapallisahitya2855 Ай бұрын
Sir for q add the width is 50 or 250 Can u give me an clarity about this
@pravinspatil Ай бұрын
Width= b = 50mm for q add
@utsavsaha_05 Ай бұрын
Two blocks A and B of weight 100 N and 50 N are tied together by a rope parallel to the plane as shown in Figure 1.18. The coefficient of friction between block A and the plane is 0.2, and that between block B and the plane is 0.5. Determine the value of the angle θ at which sliding will occur. What is the tension in the rope?
@utsavsaha_05 Ай бұрын
A horizontal bar AB of length 4 m and weight 400 N is lying on inclined planes as shown in Figure 1.20. Find how close to the ends A and B a load of 500 N can be placed safely, if coefficient of friction between the bar and supports is 0.2. Facing problem with this numerical...pls explain
@AlloyedFrequencies 2 ай бұрын
Thank you so much sir
@FarhanMohammad-274 2 ай бұрын
i think the value of b for qadd above the NA should be 50mm or not ?
@pravinspatil 2 ай бұрын
Yes b = 50mm for qadd Same value taken in this example also for qadd
@pravinshinde-e1u Ай бұрын
In qadd calculation the value of b is not correct.you have taken 250
@pravinspatil Ай бұрын
Yes b= 50mm for qadd
@SangitaBehera-f7g 2 ай бұрын
Sir please Hindi me kuchh video chodia please 😅
@MohamedFofanah-ty9zo 2 ай бұрын
Thank You Sir, it's just that the Y and X axis the sine and cosine are been misplaced. But well comprehended. Your efforts are priceless you explained every things in details.
@pravinspatil Ай бұрын
It's not misplaced, angle wrt vertical
@mohamedfofanah5278 Ай бұрын
Okay sir, thanks so much for your consideration 🙏👍
@Tanishka-f1s 2 ай бұрын
Thank you sir for solution 🙏
@gauravpal4112 2 ай бұрын
Ry =450 kha se aya sir
@pravinspatil 2 ай бұрын
Rx = 450 ( sum of horizontal forces ) Ry = 2633.012 ( sum of vertical forces)
@justkcworld4796 2 ай бұрын
@@pravinspatilsir in our college sir has taken cĺockwise (-)negative and anticlockwise (+)positive
@pravinspatil 2 ай бұрын
If you assuming Clockwise is negative then anticlockwise must be positive. Or if you assuming clockwise is positive then anclockwise must be negative
@justkcworld4796 2 ай бұрын
@@pravinspatilso sir acc to your assumption on vertical forceif u taking clockwise negative then 500 and 1000 will be positive because it is anticlockwise with respect to fixed origin 😅😅
@pravinspatil 2 ай бұрын
@justkcworld4796. I have also taken same
@abbasalmalik5659 2 ай бұрын
very good
@Miless5 2 ай бұрын
Good work❤
@bhagyashrisahoo5571 2 ай бұрын
🙏thank you sir
@mariagonzalezbracho2315 2 ай бұрын
muy bueno
@sayansamanta6240 2 ай бұрын
Sir how to find depth of beam if width is given and required to limit the max compressive bending stress os given please a solve a problem in this question
@pravinspatil 2 ай бұрын
kzbin.info/www/bejne/q5qrZYauj6t6mdE Refer this video
@sayansamanta6240 2 ай бұрын
Sir how I send the math problem to you pls solve this sir it's very helpful to me sir plz reply sir
@taikamchi8815 2 ай бұрын
Sir how came , stress at impact load additional of p/a???
@pravinspatil 2 ай бұрын
2 formulas for stress due to impact load in terms of fall of weight
@_Priya2312_ 2 ай бұрын
Thank you sir
@shrawon3605 2 ай бұрын
For the second part of the question, if we take theta1/theta2 = T1IP2/T2IP1, then the answer happens to be different. Why?
@pravinspatil 2 ай бұрын
T value?
@kandabakaluba4375 3 ай бұрын
This is good
@tejaspatel-d2j 3 ай бұрын
❤❤
@Moviesnow31 3 ай бұрын
Sir please Upload fluid mechanics lecture sppu civil
@narendradhami-e4r 3 ай бұрын
🤗🌹
@Student-t3z 3 ай бұрын
Sir please book ka nam bolaay with author
@pravinspatil 3 ай бұрын
Khurmi strength of Materials
@Moviesnow31 3 ай бұрын
Sir why we converted kn into newton in this video
@pravinspatil 3 ай бұрын
E , L , A given in N mm So converted kN to Newton
@Moviesnow31 3 ай бұрын
Okay sir
@Moviesnow31 3 ай бұрын
Sir in textbook e=80 is used formula 80 x 10 to power 3 i cant understand why this taken
@pravinspatil 3 ай бұрын
E = 80 GPa Converted GPa to N/mm^2 So 80GPa = 80 × 10^3 N/mm^2
@Student-t3z 3 ай бұрын
Book ka nam
@pravinspatil 3 ай бұрын
Refered 2 to 3 books
@Student-t3z 3 ай бұрын
@@pravinspatil pora nam bola strength of materials by which author
@parthrane1776 3 ай бұрын
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.
@pravinspatil 3 ай бұрын
Figure?
@pravinspatil 3 ай бұрын
kzbin.info/www/bejne/h4axoqipnceFbrM
@parthrane1776 3 ай бұрын
@@pravinspatil same figure like in this video
@dashcam4930 3 ай бұрын
thank you very much
@YASHSINGH-nd9we 3 ай бұрын
thanks sir 😍
@devu2608 4 ай бұрын
What will be the stress at midpoint of each sides?
@fredmwendwa1790 4 ай бұрын
You deserve a gold medal for your clear explanations🎉
@movielover305 4 ай бұрын
Nice 👍
@MoodRaghavendra 4 ай бұрын
Sir how to find thickness in Hollow circular giving rankines for mula
@pravinspatil 4 ай бұрын
t = D-d/2 t = thickness D = external diameter d = internal diameter
@EpicShowDailyOfficial 4 ай бұрын
i think shear max value part b should be 50 mm ??? coz we consider web part also
@pravinspatil 3 ай бұрын
qmax = q2 + qadd
@buddygaming5370 5 ай бұрын
sir network problem voice buffering
@pravinspatil 5 ай бұрын
Check your network
@aayushk2802 5 ай бұрын
how much is the ratio is it 0.387?
@pravinspatil 5 ай бұрын
Ratio of average shear stress to maximum shear stress is 0.387
@aayushk2802 5 ай бұрын
@@pravinspatil Thank you sir