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Allowable Stress Design Load Combinations

Allowable Stress Design Allowable Stress Design 2 Assumptions: 1. Plane sections remain plane 2. Stress-strain relationship for masonry is linear in compression 3. All masonry in tension is neglected 4. Perfect bond between steel and grout 5. Member is straight prismatic section Notation: Lower case: calculated stress, B æ Upper case ...

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