NEED ANSWER URGENT PLS!! A W 12 x 35 tension member of A992 steel (Fy = 350 MPa and Fu = 450 MPa) is connected through its flanges with two lines of 22 mm $ bolts in each flange as shown in the figure. The dead load is 40% of the total service load and the remaining 60% of the total service load is live load. Consider all limit states including block shear strength. Use ASD. 1. Compute the allowable fracture strength in KN.O 2. Compute the nominal block shear strength in KN.O 3. Compute the total service load capacity of the tension member in KN.O 4. Compute the service live load in KN.O 40mm 40mm WI2X35 T4 section *40mm 75mmy 75mmy 75mm 40mm : 0 +T

NEED ANSWER URGENT PLS!! A W 12 x 35 tension member of A992 steel (Fy = 350 MPa and Fu = 450 MPa) is connected through its flanges with two lines of 22 mm $ bolts in each flange as shown in the figure. The dead load is 40% of the total service load and the remaining 60% of the total service load is live load. Consider all limit states including block shear strength. Use ASD. 1. Compute the allowable fracture strength in KN.O 2. Compute the nominal block shear strength in KN.O 3. Compute the total service load capacity of the tension member in KN.O 4. Compute the service live load in KN.O 40mm 40mm WI2X35 T4 section *40mm 75mmy 75mmy 75mm 40mm : 0 +T

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter4: Compression Members

Section: Chapter Questions

Problem 4.3.6P

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