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ACI 318-02 Beam Strain Limit of 0.004 versus 318-99 75% Balanced Steel
ACI 318-02 Beam Strain Limit of 0.004 versus 318-99 75% Balanced Steel
ACI 318-02 Beam Strain Limit of 0.004 versus 318-99 75% Balanced Steel
Epstein, Howard (author)
2004
Article (Journal)
Unknown
BKL:
56.11
Baukonstruktion
ACI 318-02 Beam Strain Limit of 0.004 versus 318-99 75% Balanced Steel
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