Figure 1 shows a simply supported beam made of A572 Grade 50 steel. The beam is subjected to unifromily distributed service dead and live loads as shown in the figure. Knowing that the beam is to be provided with lateral bracing system to ensure no lateral torsional buckling, it is required to: 1. Find the lightest W section to support the loads shown in Fig. 1. 2. Identify the number and locations of lateral bracing points needed to prevent lateral torsional buckling. 3. Develop an EXCEL spreadsheet to repeat part 1 above using the necessary equations instead of using the design charts.

Steel Design (Activate Learning with these NEW titles from Engineering!)
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ISBN:9781337094740
Author:Segui, William T.
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Chapter5: Beams
Section: Chapter Questions
Problem 5.6.3P
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Question (1) (30%):
Figure 1 shows a simply supported beam made of A572 Grade 50 steel. The beam is subjected to
unifromily distributed service dead and live loads as shown in the figure. Knowing that the beam is to
be provided with lateral bracing system to ensure no lateral torsional buckling, it is required to:
1. Find the lightest W section to support the loads shown in Fig. 1.
2. Identify the number and locations of lateral bracing points needed to prevent lateral torsional
buckling.
3. Develop an EXCEL spreadsheet to repeat part 1 above using the necessary equations instead of using
the design charts.
wa=0.40 kips/ft
w/= 0.60 kips/ft
40 ft
Figure 1
Transcribed Image Text:Question (1) (30%): Figure 1 shows a simply supported beam made of A572 Grade 50 steel. The beam is subjected to unifromily distributed service dead and live loads as shown in the figure. Knowing that the beam is to be provided with lateral bracing system to ensure no lateral torsional buckling, it is required to: 1. Find the lightest W section to support the loads shown in Fig. 1. 2. Identify the number and locations of lateral bracing points needed to prevent lateral torsional buckling. 3. Develop an EXCEL spreadsheet to repeat part 1 above using the necessary equations instead of using the design charts. wa=0.40 kips/ft w/= 0.60 kips/ft 40 ft Figure 1
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