Question: Q 5 ( 3 5 Pts ) Can beam - column A B safely carry the applied loads shown in Q 3 . Notes: Do

Q5(35 Pts)
Can beam-column AB safely carry the applied loads shown in Q3.
Notes:
Do not neglect the shear strength calculation/check.
Neglect 2dd order moments.
-No deflection check is required.
-Use LRFD strength.
Q 5 ( 3 5 Pts ) Can beam - column A B safely

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