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Problem #2 For the connection below you may neglect any moment in the connection caused by the eccentricity of the load. You must answer the following question: (1) Is the connection adequate? Check all limit states and other requirements that we discussed in class, even if you decide that the connection does not meet one of them. Standard Sized Holes 0.6ThickA36 Steel 4 Pu 75k Pu 75k 2.0 2.0 2.25 Plan View 7/8 diameterA325 Bolts Note: for the plate as a TM, the following is given: Section View Pnracture 78.3 kips

engineering   Civil-Engineering   
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Answer #1

7/Bỉndia A325-x bolb Shearini o bolt Pa. 0郭국/m(1,8).67x3 kips :/ g 2 ksi 1 [2-1718+1/14-Jin 1.0625-in. dent.-075 x 1-2x上0625x 0.6353-kips ¢A,t 33, 27 5 kips = 99-831

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