
AA-SM-026-011 Beam Analysis – Simply Supported Both Ends – Point Load Mid Span12.
AA-SM-026-012 Beam Analysis – Simply Supported Both Ends – Point Load Anywhere 
AA-SM-026-013 Beam Analysis – Simply Supported Both Ends – UDL along Entire Length 14.
AA-SM-026-014 Beam Analysis – Simply Supported Both Ends – UDL Part Span 
AA-SM-026-015 Beam Analysis – Simply Supported Both Ends – Triangle Load Whole Span 16.
AA-SM-026-016 Beam Analysis – Simply Supported Both Ends – Triangle Load Peak at Center 
AA-SM-026-017 Beam Analysis – Simply Supported Both Ends – Triangle Load Zero at Center18.
AA-SM-026-018 Beam Analysis – Simply Supported Both Ends – Moment at End 
AA-SM-026-019 Beam Analysis – Simply Supported Both Ends – Moment Anywhere 20.
AA-SM-026-020 Beam Analysis – Simply Supported With Overhang – Load at free end 
AA-SM-026-021 Beam Analysis – Fixed and Simply Supported Ends Point Load Anywhere 22.
AA-SM-026-022 Beam Analysis – Fixed and Simply Supported Ends UDL Along Entire Length 
AA-SM-026-024 Beam Analysis – Fixed and Simply Supported Ends Triangle Load Whole Span – Peak at Fixed 25.
AA-SM-026-025 Beam Analysis – Fixed and Simply Supported Ends Moment Anywhere 
AA-SM-026-026 Beam Analysis – Fixed and Simply Supported Ends Triangle Load Whole Span – Peak at SS 27.
AA-SM-026-027 Beam Analysis – Fixed and Simply Supported Ends Moment at SS 
AA-SM-026-028 Beam Analysis – Fixed Both Ends – Point Load Mid Span29.
AA-SM-026-029 Beam Analysis – Fixed Both Ends – Point Load Anywhere30.
AA-SM-026-030 Beam Analysis – Fixed Both Ends – UDL along Entire Length 

