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เข้าร่วมเมื่อ 12 ม.ค. 2012
Lab Program 1a: Calculate Student Details, Total Marks & Percentage | VTU Python Lab Series
Learn how to write a Python program to capture student details, calculate total marks, and calculate the percentage. Perfect for VTU's first-year Python lab!
มุมมอง: 31
วีดีโอ
Program to sort the contents of a text file and write the sorted contents into a separate text file.
มุมมอง 3.5Kปีที่แล้ว
program to sort the contents of a text file and write the sorted contents into a separate text file.
Projection of Pentagon Lamina resting on HP on its edge
มุมมอง 1302 ปีที่แล้ว
Projection of Pentagon Lamina resting on HP on its edge
Problem on Projection of Line
มุมมอง 4382 ปีที่แล้ว
Problem on Projection of Line using Openboard Question - A line AB 80mm long has its end A 20mm above HP and 30mm in-front of VP. It is inclined at 30 degree to HP and 45degree to VP. Draw the projections of line and find apparent length and apparent inclinations.
Difference between true and isomeric scale
มุมมอง 573 ปีที่แล้ว
Difference between true and isomeric scale
FEM - Stiffness matrix of beam element
มุมมอง 1883 ปีที่แล้ว
Video contains Derivation of the stiffness matrix of beam element
FEM - Hermite Shape functions for beam element
มุมมอง 1.4K3 ปีที่แล้ว
Video contains Derivation of Hermite shape functions in terms of natural co-ordinates
Projection of Plane 1
มุมมอง 2713 ปีที่แล้ว
Video Contains Methods to obtain the side view of a point using Mitre line method and Arc method in solid edge Introduction to Projection of Planes
Projection of Planes 2
มุมมอง 1303 ปีที่แล้ว
Video contains Positions of Planes explained using SketchUp free Problem: An equilateral triangular lamina of 25mm side lies with one of its edges on HP such that the surface of the lamina is inclined to HP at 60°. The edge on which it rests is inclined to VP at 60°. Draw the projections. Problem with the triangular lamina resting on the edge.
FEM - Problem on single bar with two elements
มุมมอง 3793 ปีที่แล้ว
FEM - Problem on single bar with two elements
FEM -Stiffness matrix for bar element (Direct & Potential energy approach)
มุมมอง 3.7K3 ปีที่แล้ว
FEM -Stiffness matrix for bar element (Direct & Potential energy approach)
FEM - Shape function for 1D bar element in natural co-ordinates
มุมมอง 2173 ปีที่แล้ว
FEM - Shape function for 1D bar element in natural co-ordinates
FEM - Triangular element problem & Convergence requirements
มุมมอง 3663 ปีที่แล้ว
FEM - Triangular element problem & Convergence requirements
FEM - Shape function derivation for the 2D triangular element in terms of global co-ordinates
มุมมอง 2.5K3 ปีที่แล้ว
FEM - Shape function derivation for the 2D triangular element in terms of global co-ordinates
FEM - Shape function of 1D Simplex element in terms of global co-ordinate
มุมมอง 2523 ปีที่แล้ว
FEM - Shape function of 1D Simplex element in terms of global co-ordinate
FEM - problems on Potential energy method, Simplex, complex, and multiplex elements
มุมมอง 3043 ปีที่แล้ว
FEM - problems on Potential energy method, Simplex, complex, and multiplex elements
FEM - strain-displacement & stress-strain relations, equilibrium equation, force distribution
มุมมอง 9823 ปีที่แล้ว
FEM - strain-displacement & stress-strain relations, equilibrium equation, force distribution
Pentagonal Pyramid resting on base edge - Locus method
มุมมอง 1673 ปีที่แล้ว
Pentagonal Pyramid resting on base edge - Locus method
Projection of Square pyramid resting on edge
มุมมอง 2903 ปีที่แล้ว
Projection of Square pyramid resting on edge
derive an expression for shape function of a triangular linear element. Sir Ye Video aur question same hai kya??
Bro you did not use some of the methods mentioned in the question...If the same question is asked and if we do the same program, will they deduct marks?
But your program is simple to understand and your explanation is very clear
Tq
thanks for explanation
Thank You for the Efforts Sir 💯
can i have your no pls or sir email id
But how to derive interms of natural coordinates
Didn't understand how it's working But knwo why it's used
could you please attach link here of the previous class...the derivation of sha[e function in global coordinate for a beam element...I am not able to find it
you will not find it. Its taught directly during online class
Awesome sir g