Ae2_20_plastic analysis of slabs_test 3_solved
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The document discusses plastic analysis of slabs for a structural analysis test. It examines failure patterns of cantilever and span slabs, including rectangular and triangular regions. It also addresses how adding a courtyard or applying a linear load along the perimeter would affect the failure patterns.
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Ae2_20_plastic analysis of slabs_test 3_solved
- 1. STRUCTURAL ANALYSIS II TEST 3_PLASTIC ANALYSIS OF SLABS
- 2. STRUCTURAL ANALYSIS II TEST 3_PLASTIC ANALYSIS OF SLABS
- 3. STRUCTURAL ANALYSIS II TEST 3_PLASTIC ANALYSIS OF SLABS CANTILEVER FAILURE PATTERN? RECTANGULAR REGION
- 4. STRUCTURAL ANALYSIS II TEST 3_PLASTIC ANALYSIS OF SLABS CANTILEVER FAILURE PATTERN? RECTANGULAR REGION
- 5. STRUCTURAL ANALYSIS II TEST 3_PLASTIC ANALYSIS OF SLABS CANTILEVER FAILURE PATTERN? RECTANGULAR REGION
- 6. STRUCTURAL ANALYSIS II TEST 3_PLASTIC ANALYSIS OF SLABS CANTILEVER FAILURE PATTERN? TRIANGULAR REGION
- 7. STRUCTURAL ANALYSIS II TEST 3_PLASTIC ANALYSIS OF SLABS CANTILEVER FAILURE PATTERN? TRIANGULAR REGION
- 8. STRUCTURAL ANALYSIS II TEST 3_PLASTIC ANALYSIS OF SLABS SPAN FAILURE PATTERN? 4 TRIANGULAR REGIONS
- 9. STRUCTURAL ANALYSIS II TEST 3_PLASTIC ANALYSIS OF SLABS SPAN FAILURE PATTERN? 4 TRIANGULAR REGIONS
- 10. STRUCTURAL ANALYSIS II TEST 3_PLASTIC ANALYSIS OF SLABS SPAN FAILURE PATTERN? 2 REGIONS
- 11. STRUCTURAL ANALYSIS II TEST 3_PLASTIC ANALYSIS OF SLABS SPAN FAILURE PATTERN? 2 REGIONS
- 12. STRUCTURAL ANALYSIS II TEST 3_PLASTIC ANALYSIS OF SLABS WHAT HAPPENS IF WE ADD A COURTYARD?
- 13. STRUCTURAL ANALYSIS II TEST 3_PLASTIC ANALYSIS OF SLABS SPAN FAILURE: 2 REGIONS
- 14. STRUCTURAL ANALYSIS II TEST 3_PLASTIC ANALYSIS OF SLABS SPAN FAILURE: 4 REGIONS
- 15. STRUCTURAL ANALYSIS II TEST 3_PLASTIC ANALYSIS OF SLABS TRIANGULAR CANTILEVER FAILURE WHAT HAPPENS IF A LINEAR LOAD ALONG THE PERIMETER IS APPLIED?
- 16. STRUCTURAL ANALYSIS II TEST 3_PLASTIC ANALYSIS OF SLABS RECTANGULAR CANTILEVER FAILURE WHAT HAPPENS IF A LINEAR LOAD ALONG THE PERIMETER IS APPLIED?