equilibrium
because the structure is free to move and not restraint.
Thank you Dr. Abbas
But there are stresses in different fiber locations across the section while the resultant not changes !!!!!
I mean there are balanced internal stress, but the resultant not change,
Exactly
Exclude the effect of shrinkage
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how many mm?
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why these codes ignored the effect of the nonprestressed steel and concrete on this value?
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columns
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