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For the beam shown, it is made of a nylon for which the allowable stress is 24 Mpa in tension and 30 MPa in compression. Determine the largest value of moment M that can be applied to the beam

For the beam shown, it is made of a nylon for which the allowable stress is 24 Mpa in tension and 30 MPa in compression. Determine the largest value of moment M that can be applied to the beam

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QUESTION 1 A steel rod and a brass rod, both with cylindrical cross sections, are connected at C and constrained by rigid supports at A and Z. Determine (a) the reactions at A and Z, and (b) the deflection of point C, for the loading illustrated and knowing that Es = 200 GPa and Eb = 105 GPa A -180- Dimensions in mm 100 Steel B -120- 60 kN 40-mm diam. D Brass 100 40 kN 30-mm diam. Figure AQ1 Z
Transcribed Image Text:QUESTION 1 A steel rod and a brass rod, both with cylindrical cross sections, are connected at C and constrained by rigid supports at A and Z. Determine (a) the reactions at A and Z, and (b) the deflection of point C, for the loading illustrated and knowing that Es = 200 GPa and Eb = 105 GPa A -180- Dimensions in mm 100 Steel B -120- 60 kN 40-mm diam. D Brass 100 40 kN 30-mm diam. Figure AQ1 Z
Question 6 For the beam shown, it is made of a nylon for which the allowable stress is 24 Mpa in tension and 30 MPa in compression. Determine the largest value of moment M that can be applied to the beam. 15 mm A RAF 1 m 40 mm Question 7 A simply supported beam made of timber is shown; determine the minimum required width b, knowing that for the grade of timber used the maximum allowable shearing stress is 825kPa. 2.4 kN B 20 mm Figure AQ6 m 4.8 kN d = 30 mm 1 m Figure AQ7 M b Ro 150 mm
Transcribed Image Text:Question 6 For the beam shown, it is made of a nylon for which the allowable stress is 24 Mpa in tension and 30 MPa in compression. Determine the largest value of moment M that can be applied to the beam. 15 mm A RAF 1 m 40 mm Question 7 A simply supported beam made of timber is shown; determine the minimum required width b, knowing that for the grade of timber used the maximum allowable shearing stress is 825kPa. 2.4 kN B 20 mm Figure AQ6 m 4.8 kN d = 30 mm 1 m Figure AQ7 M b Ro 150 mm
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