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Posted: Tue Oct 07, 2003 10:30 am Post subject: Message email@example.com
Hello The amount of Accompanying live load should be given as a fraction of major live load.
Should the block shear failure be considered only for Plates and Angles (Sec 6.4) & why we are considering gross area in one mode (shear or tension) with net area with another mode, why not net areas in tension and shear simultaneously which will give minimum strength.
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