The beam column shown below is part of a braced frame. The factored loads and moments are given as shown. Bending is on strong axis. KxLx = KyLy = 18 ft. The W 14 x 61 section is made of A572 Gr 50 steel. Is this member safe? 18' W14x16 420* 170 k-ft A B C 4.5' 4.5' 420* 4.5' 4.5' (82 k-ft 70 73 76 79 82 M (ft-k)

The beam column shown below is part of a braced frame. The factored loads and moments are given as shown. Bending is on strong axis. KxLx = KyLy = 18 ft. The W 14 x 61 section is made of A572 Gr 50 steel. Is this member safe? 18' W14x16 420* 170 k-ft A B C 4.5' 4.5' 420* 4.5' 4.5' (82 k-ft 70 73 76 79 82 M (ft-k)

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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Analysis of frames/Zero force identification please show complete solution
Topic: BEAM BEARING PLATES AND COLUMN BASE PLATES - STEEL DESIGN
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