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Q. |
which of the following condition is true for web side plate connection? |
A. | hsfg bolts should be used |
B. | bolts should be designed to fail by shear of bolt |
C. | bolts should be designed to fail by bearing of connected plies |
D. | edge distances must be less than two times the bolt diameter |
Answer» C. bolts should be designed to fail by bearing of connected plies | |
Explanation: the following condition must be considered for web side plate connection |
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