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)

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.5.11P

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Concept explainers

Design criteria for structural loading

The different loads such as loads due to self-weight (dead load) and external loads such as live load, wind loads, seismic load, snow load, and other loads and load combinations that influence the design of a building are called structural loading. The nature of the applied load differs from changes in the location, design, and type of materials used. The design criteria require that structures must be designed and constructed to be able to withstand all load types that are expected to act upon the structure and render its usage for the designated purpose. The structural members such as beams, slabs, columns, and foundations help the structure to withstand the applied load. There are different institutes such as ASCE and ACI that provide building design codes to assure minimum safety requirements and quality of the structures.

Question

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*
(70 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)

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