All of the columns for these problems are assumed to be in frames that are braced against side sway. Each problem is solved by both the LRFD and the ASD procedures. 6-1 to 6-3. Use a trial-and-error procedure in which a KL/r value is estimated, the stresses de Fer and Fere determined from AISC Table 4-22, required areas calculated and trial sections selected-and checked and revised if necessary. 6-1. Select the lightest available W10 section to support the axial compression loads 100 k and PL = 160 k if KL = 15 ft and A992, Grade 50 steel is used. W10 X 10 ASD) PD (A

All of the columns for these problems are assumed to be in frames that are braced against side sway. Each problem is solved by both the LRFD and the ASD procedures. 6-1 to 6-3. Use a trial-and-error procedure in which a KL/r value is estimated, the stresses de Fer and Fere determined from AISC Table 4-22, required areas calculated and trial sections selected-and checked and revised if necessary. 6-1. Select the lightest available W10 section to support the axial compression loads 100 k and PL = 160 k if KL = 15 ft and A992, Grade 50 steel is used. W10 X 10 ASD) PD (A

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.1.1P

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Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

All of the columns for these problems are assumed to be in frames that are braced against side-
sway. Each problem is solved by both the LRFD and the ASD procedures.
6-1 to 6-3. Use a trial-and-error procedure in which a KL/r value is estimated, the stresses
de Fer and Fere determined from AISC Table 4-22, required areas calculated and
trial sections selected-and checked and revised if necessary.
6-1. Select the lightest available W10 section to support the axial compression loads
100 k and PL = 160 k if KL = 15 ft and A992, Grade 50 steel is used.
(Ans. W10 X 49, LRFD and ASD)
PD
=

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