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The cable will fail when the tension is P54 kN. For a Factor of Safety of 1.5 for the cable, determine the largest vertical load P that the frame will support, and then for that load determine the Shear Force in kN rounded to 1 DP and the Bending Moment in kN.m rounded to 1 DP at point C in the beam. Then determine the axial force rounded to 1 DP at C when tension is considered positive, compression considered negative.
The maximum load P that the frame will support in kN rounded 1DP is
ANS:
The Shear Force in kN at C rounded to 1DP is
The Bending Moment in kN.m at C rounded to 1DP is
The axial force in kN at C rounded to 1DP is
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Determine the Shear Force in kN rounded to 1 DP and Bending Moment in kN.m rounded to 1 DP at point C in the beam when the UDL on the beam is P52 kN/m (as for the previous question
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