3. The rigid bar AB is hinged at A and supported by a steel plate hanger. The hanger is fixed at C and bolted at D with two plates. Width of plate hanger Thickness of plate hanger Given: = 40 mm = 10...


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3. The rigid bar AB is hinged at A and supported by a steel plate hanger. The hanger is fixed at C and bolted<br>at D with two plates.<br>Width of plate hanger<br>Thickness of plate hanger<br>Given:<br>= 40 mm<br>= 10 mm<br>Bolt radius<br>= 20 mm<br>2 m<br>1.2 m<br>Allowable bolt shear stress<br>= 68 MPa<br>Allowable bolt bearing stress = 240 MPa<br>w<br>a. What is the allowable stress in the hanger based on bolt capacity in double shear at D. .<br>b. If the maximum tensile stress in the hanger is 138MPA, find the allowable load W<br>

Extracted text: 3. The rigid bar AB is hinged at A and supported by a steel plate hanger. The hanger is fixed at C and bolted at D with two plates. Width of plate hanger Thickness of plate hanger Given: = 40 mm = 10 mm Bolt radius = 20 mm 2 m 1.2 m Allowable bolt shear stress = 68 MPa Allowable bolt bearing stress = 240 MPa w a. What is the allowable stress in the hanger based on bolt capacity in double shear at D. . b. If the maximum tensile stress in the hanger is 138MPA, find the allowable load W

Jun 11, 2022
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