For the beam and loading shown: 1. Draw the shear and bending-moment diagrams (need to show all calculations in detail).
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For the beam and loading shown: 1. Draw the shear and bending-moment diagrams (need to show all calculations in detail).
For the beam and loading shown: 1. Draw the shear and bending-moment diagrams (need to show all calculations in detail). 2. Determine the maximum absolute value (a) of the shear and (b) of the bending moment. 3. Determine the minimum required width b, knowing that cross section depth h = 150 mm, and knowing that for the grade of timber used, CallF11.80 MPa and Tall=800 kPa. 3 kN 5kN 7 kN sos si 925 b 419B D 150 mm A 930 33998 1 m 1 m 1 m 0.5 m
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