Question 172L5x3x7mm tension momber is connocted to a gussot plate by 16-mm-diameter bolts as shown in the figure, Given that e= 30 mm, s= 50 mm, Fy =345 MPa and Fu=402 MPa,caicukato the following2 L5 x3x % LLBD(two angles, long legsback-to-back)A242 stoel60 mme (am)(mn)e (mm)55 Not area in shoar for a single angle under block shear lailue, Arivmm?56. Not area in tension for a single anglo under.block shoar failuto Arit =57. Norninal block shear strongth in kN of the double angle Use Ups 10, PnINPUT ALL ANSWERS AS WHOLE NUMBER

Solution: Given: Section: 2 L5x3x1/4 LLB d = 5 in = 127 mm bw = 3 in = 76.2 t = 1/4 in = 6.35 mm…

Question 17 2L5x3x7mm tension momber is connocted to a gussot plate by 16-mm-diameter bolts as shown in the figure, Given that e= 30 mim, s= 50 mmI, Fy =345 MPa and Fu=402 MPa, caicukato ihe tollowing 2 L5 x3x % LLBD (two angles, long legs back-to-back) A242 steel 60 mm e (am) (mn) e (mm) 55 Not area in shoar for a single angle under block shear failue, Ariv 56. Not area in tension for a single anglo under. block shoar failuto Arit = 57. Norninal block shear strongth in kN of the double angle Use Ups "10, Pn INPUT ALL ANSWERS AS WHOLE NUMBER 11

Question 17 2L5x3x7mm tension momber is connocted to a gussot plate by 16-mm-diameter bolts as shown in the figure, Given that e= 30 mim, s= 50 mmI, Fy =345 MPa and Fu=402 MPa, caicukato ihe tollowing 2 L5 x3x % LLBD (two angles, long legs back-to-back) A242 steel 60 mm e (am) (mn) e (mm) 55 Not area in shoar for a single angle under block shear failue, Ariv 56. Not area in tension for a single anglo under. block shoar failuto Arit = 57. Norninal block shear strongth in kN of the double angle Use Ups "10, Pn INPUT ALL ANSWERS AS WHOLE NUMBER 11

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter7: Simple Connections

Section: Chapter Questions

Problem 7.9.3P

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