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.

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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