PL 3/8 x12" PL 3/8 x6" Pu or Pa + Pu or Pa Q3: Refer to the Q2 arrangement, if the two plates are to be bolted, not welded, with two rows of I 1/5" A325 bolts to resist the tension force, each row is 3 No. of blots, consider 3" bolts c/e spacing, sketch the final arrangement. Consider minimum possible lap length based on geometry and dimensions.

PL 3/8 x12" PL 3/8 x6" Pu or Pa + Pu or Pa Q3: Refer to the Q2 arrangement, if the two plates are to be bolted, not welded, with two rows of I 1/5" A325 bolts to resist the tension force, each row is 3 No. of blots, consider 3" bolts c/e spacing, sketch the final arrangement. Consider minimum possible lap length based on geometry and dimensions.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.5.1P

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