Question: 1 0 - 5 . For the beam shown in Figure P 1 0 - 3 , compute the stress at points M and N

10-5. For the beam shown in Figure P10-3, compute the stress at points M and N if the 6000 lb load acts back toward the column at an angle of 40 below the horizontal instead of as shown.
1 0 - 5 . For the beam shown in Figure P 1 0 - 3

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