1: A(W12x53) section has connected by two rows of (1-inch-diameter bolts) in each flange and in web as shown in Figure (1). Determine the maximum tensile strength by using LRFD method and A992 steel material, then check the adquency of this section if the applied service dead load is 250 kips, live load = 400 kips.

1: A(W12x53) section has connected by two rows of (1-inch-diameter bolts) in each flange and in web as shown in Figure (1). Determine the maximum tensile strength by using LRFD method and A992 steel material, then check the adquency of this section if the applied service dead load is 250 kips, live load = 400 kips.

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.6.5P

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