Problem 1. The beam shown in Figure 1 is laterally braced at A, B, C, and D. Is a W36×182 adequate for F= 50 ksi based on the AISC specification for LRFD method? Note: Check only for flexural strength limit. WD=5.0k/ft WL 4.0k/ft = PL=20k B C 12'12' * 48' Figure 1 24' D

Problem 1. The beam shown in Figure 1 is laterally braced at A, B, C, and D. Is a W36×182 adequate for F= 50 ksi based on the AISC specification for LRFD method? Note: Check only for flexural strength limit. WD=5.0k/ft WL 4.0k/ft = PL=20k B C 12'12' * 48' Figure 1 24' D

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 5.5.16P

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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

Problem 1.
The beam shown in Figure 1 is laterally braced at A, B, C, and D. Is a W36×182 adequate for
F₁=
= 50 ksi based on the AISC specification for LRFD method?
Note: Check only for flexural strength limit.
WD=5.0k/ft
WL = 4.0k/ft
A
PL=20k
B
C
12'12' *
48'
Figure 1
24'
TW
D

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