Po=20KN Pe=30KN D Pw=15KN 2 m B E EX 2 m A 2 m P. B Detail of Joint F Using steel A36 a. Design member EF for all limits

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Po=20KN Pe=30KN D Pw=15KN 2 m B E EX 2 m A 2 m P. B Detail of Joint F Using steel A36 a. Design member EF for all limits

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Po 20kn Pe 30kn D Pw 15kn 2 M B E Ex 2 M A 2 M P B Detail Of Joint F Using Steel A36 A Design Member Ef For All Limits 1
Po 20kn Pe 30kn D Pw 15kn 2 M B E Ex 2 M A 2 M P B Detail Of Joint F Using Steel A36 A Design Member Ef For All Limits 1 (33.83 KiB) Viewed 38 times
Po=20KN Pe=30KN D Pw=15KN 2 m B E EX 2 m A 2 m P. B Detail of Joint F Using steel A36 a. Design member EF for all limits b. Design the pin connection at joint F using pin diameter=100mm
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