a. Compute the tensile strength of the connection due to bearing failure of bolts.b. Compute the tensile strength of the connection due to shear of failure of bolts.c. Compute the tensile strength of the connection due to tearing of angular section.d. Compute the allowable block shear strength.e. Compute the allowable tensile strength of the connection. The 175x100x16mm angle shown in the figure connected to a gusset plate with three 25mm dia. bolts (A490)when threads are excluded from shear planes. The angle consists of A36 steel.Properties of L175x100x16mmA = 4,181mm2Lsei Plat= 16mm100100A36 steelFy 3D 248 MPаFu = 400MPA75T-100Properties of A490 BoltsFv = 276MPANominal hole dia. = 27mma. Compute the tensile strength of the connection due to bearing failure of bolts.b. Compute the tensile strength of the connection due to shear of failure of bolts.c. Compute the tensile strength of the connection due to tearing of angular section.d. Compute the allowable block shear strength.e. Compute the allowable tensile strength of the connection.

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Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

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a. Compute the tensile strength of the connection due to bearing failure of bolts.
b. Compute the tensile strength of the connection due to shear of failure of bolts.
c. Compute the tensile strength of the connection due to tearing of angular section.
d. Compute the allowable block shear strength.
e. Compute the allowable tensile strength of the connection.

The 175x100x16mm angle shown in the figure connected to a gusset plate with three 25mm dia. bolts (A490)
when threads are excluded from shear planes. The angle consists of A36 steel.
Properties of L175x100x16mm
A = 4,181mm2
Lsei Pla
t= 16mm
100
100
A36 steel
Fy 3D 248 MPа
Fu = 400MPA
75
T-
100
Properties of A490 Bolts
Fv = 276MPA
Nominal hole dia. = 27mm
a. Compute the tensile strength of the connection due to bearing failure of bolts.
b. Compute the tensile strength of the connection due to shear of failure of bolts.
c. Compute the tensile strength of the connection due to tearing of angular section.
d. Compute the allowable block shear strength.
e. Compute the allowable tensile strength of the connection.

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