Problem 1: For the WT8x50 attached through the flange to a 12x34 inch plate with eight 7/8 inch bolts at a spacing of 3 inch and placed as shown, determine the shear lag factor and effective net area of the WT. -WT8×50 P 12x34

Problem 1: For the WT8x50 attached through the flange to a 12x34 inch plate with eight 7/8 inch bolts at a spacing of 3 inch and placed as shown, determine the shear lag factor and effective net area of the WT. -WT8×50 P 12x34

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.5.1P

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Question

WT8x50 11 at a spacing of 3” and placed in gr$ 12x ²4 " Plate with eight 7/8" bolts. ½ bolts. two rows, Please determine the shear lag factor (consider case 2 & case 7) and Ae of WT8850.

Problem 1: For the WT8x50 attached through the flange to a 12x¾ inch plate with eight 7/8 inch
bolts at a spacing of 3 inch and placed as shown, determine the shear lag factor and effective net
area of the WT.
-WT8×50
P 12x34

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