For the eccentric shear loading of the accompanying figure, Civil Engineering

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For the eccentric shear loading of the accompanying figure

For the eccentric shear loading of the accompanying figure, 7/8 inch diameter A325 bolts are used in two vertical lines in a bearing-type (A325-X) connection. The loading is 10 kips dead load and 30 kips live load.

a) determine the adequacy of the design using basic principles of the elastic (vector) method;

b) Compute the service load capacity of the connection using ultimate stength analysis; c) Use AISC Manual Tables 7-7 to Table 7-14.

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Civil Engineering: For the eccentric shear loading of the accompanying figure

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Civil Engineering: For the eccentric shear loading of the accompanying figure

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