MATHalinoEngineering Math ReviewA wide flange section for a 5 meter long column ( hinged at both ends ) has the following properties :
Cross sectional area: 8,000 mm2
Radius of gyration, rx= 100mm
Radius gyration, ry= 50mm
Modulus of elasticity, E = 200,000 MPa
Determine the Euler critical load
What reference books used by this site? I know that it's Singer, right, but what edition? Thanks. Your reply is highly appreciated.
Can anyone help me how to calculate the zero moments in the questions?
Following is a discussion on the Reviewer item titled: Solution to Problem 313 Torsion. Feel free to add your own comments!
Following is a discussion on the Reviewer item titled: Solution to Problem 114 Normal Stress. Feel free to add your own comments!
Hi All,
I looking for the formula for Deflection of Restrained rectangular Beams with partial uniformly distributed load.
Vimal
Following is a discussion on the Reviewer item titled: Solution to Problem 110 Normal Stress. Feel free to add your own comments!
pls help me for this question .. thanks
The block of weight W is hang from a pin at A . The bars AB and AC are pinned to the support at B and C. The areas are
800mm^2 for AB and 400mm^2 for AC . Neglecting the weigth of the bars determine the maximum safe value of W if the
Stress in AB is limited to 110Mpa and that in AC to 120Mpa
Following is a discussion on the Reviewer item titled: Solution to Problem 115 Shear Stress. Feel free to add your own comments!
Following is a discussion on the Reviewer item titled: Solution to Problem 625 | Moment Diagram by Parts. Feel free to add your own comments!
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