A column in a braced building supports a symmetrical arrangement of beams in additic a vertical load from above, as shown in Figure 6.26. Using the characteristic 1 indicated, check the suitability of a 203 x 203 x 60 UC S 355 section. F:

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Chapter2: Loads On Structures
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PROBLEM 2
A column in a braced building supports a symmetrical arrangement of beams in addition to
a vertical load from above, as shown in Figure 6.26. Using the characteristic loads
indicated, check the suitability of a 203 x 203 x 60 UC S 355 section.
F:
Dead load
75 KN
Imposed load - 175 kN
Dead load
Imposed load = 75 kN
F
Dead load
Imposed load= 250 kN
= 20 kN
= 150 KN
Figure 6.26
Transcribed Image Text:PROBLEM 2 A column in a braced building supports a symmetrical arrangement of beams in addition to a vertical load from above, as shown in Figure 6.26. Using the characteristic loads indicated, check the suitability of a 203 x 203 x 60 UC S 355 section. F: Dead load 75 KN Imposed load - 175 kN Dead load Imposed load = 75 kN F Dead load Imposed load= 250 kN = 20 kN = 150 KN Figure 6.26
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