Completely solve! Box the final answer. WRITE LEGIBLY OR TYPEWRITE THE SOLUTIONS. Thank you. The angular section shown is subjected to a load of 400 kN and is connectedto the column with 6- 22 mm high strength bolts with an allowable tensile stress of276 MPa and ailowable shearing stress of 152 MPa. Determine whether the connec-tion is adequate or not. Check also the allowable tension by using the formula.Ft = 344,7 - 1.6 fv MPa, where fv = actual shearing stress of the bolts.4002ls 100x7x 12"G-22 mmbolteIN

Answer we are given Pa = 400 KN number of bolts n = 6 diameter of bolt = 22 mm allowable tensile…

The angular section shown is subjected to a load of 400 kN and is connected. to the column with 6-22 mm high strength bolts with an allowable tensile stress of 276 MPa and allowable shearing stress of 152 MPa. Determine whether the connec tion is adequate or not. Check also the allowable tension by using the formula. Ft-344.71.6 fv MPa, where fy actual shearing stress of the bolts.

The angular section shown is subjected to a load of 400 kN and is connected. to the column with 6-22 mm high strength bolts with an allowable tensile stress of 276 MPa and allowable shearing stress of 152 MPa. Determine whether the connec tion is adequate or not. Check also the allowable tension by using the formula. Ft-344.71.6 fv MPa, where fy actual shearing stress of the bolts.

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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