IRAS 25
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Asymmetrical Cross-Section
Variation of the Shear Force From a Cantilever Beam Loaded With a Linearly Distributed Load With Intensity at the Free End of the Beam – Part II, Asymmetrical Cross-Section
The seismic response of framed structures is often accompanied by sudden failure caused by the exhaustion of shear stresses in the …
Albena Doicheva
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