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First moment of area-plain shapes
First moment of area-round shapes.
Moment of inertia
Inertia for plain shapes
The inertia for the different plain shapes.
Maximum value of Ix and Iy
How to get the maximum value of Ix and Iy for plane shapes?
Numerical analysis
Solving non linear equations
Solution of linear systems
Interpolation
Engineering Economy
Mechanics of materials
Tension Members
Steel Beams
Elastic and plastic sections.
local buckling
lateral torsional buckling
Cb the coefficient of bending.
Bending of non-compact sections.
Block shear for beams
Built up sections
Continuous beams
Deflection
Nominal loads-Plastic theory
Compression Members
Bolted Connection
Watch, Read, Listen
6c-Practice problem 6-17-5-find Sx and ZX for W18x35.
Aug 7, 2024
—
by
Maged kamel
in
Elastic and plastic sections.
27-Two Practice problems for Ixy for trapezium.
Jul 18, 2024
—
by
Maged kamel
in
Second moment of area for plain shapes
26-Two Practice problems for polar of inertia for trapezium.
Jul 17, 2024
—
by
Maged kamel
in
Second moment of area for plain shapes
25-Two Practice problems for inertia for trapezium.
Jul 17, 2024
—
by
Maged kamel
in
Second moment of area for plain shapes
42s-Nominal shear strength for M10x7.50.
Jun 18, 2024
—
by
Maged kamel
in
Shear for steel beams
41s-Nominal shear strength for S41x121.
Jun 18, 2024
—
by
Maged kamel
in
Shear for steel beams
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