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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

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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 mm, s= 50 mm, Fy =345 MPa and Fu=402 MPa, caicukato the following 2 L5 x3x % LLBD (two angles, long legs back-to-back) A242 stoel 60 mm e (am) (mn) e (mm) 55 Not area in shoar for a single angle under block shear lailue, Ariv mm? 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
Transcribed Image Text: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 mm, s= 50 mm, Fy =345 MPa and Fu=402 MPa, caicukato the following 2 L5 x3x % LLBD (two angles, long legs back-to-back) A242 stoel 60 mm e (am) (mn) e (mm) 55 Not area in shoar for a single angle under block shear lailue, Ariv mm? 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
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