Question 4: Select an appropriate W310 section of ASTM A992 steel (F, = 345 MPa) as the beam-column in an unbraced frame subjected to the factored loads, including biaxial bending moments, as shown in Fig. 4. The beam-column is laterally braced at the two ends only. (Hint: I would start with W310x118 and then decide if this is an appropriate choice or a heavier/lighter section is necessary depending on the outcome of checking interaction equations.)

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Question 4:
Select an appropriate W310 section of ASTM A992 steel (F, = 345 MPa) as the beam-column in
an unbraced frame subjected to the factored loads, including biaxial bending moments, as
shown in Fig. 4. The beam-column is laterally braced at the two ends only. (Hint: I would start
with W310x118 and then decide if this is an appropriate choice or a heavier/lighter section is
necessary depending on the outcome of checking interaction equations.)
1040 kN
1040 kN
125 kNm
85 kNm
W310
W310
7000
%3D
II
235 kNm
50 kNm
1040 kN
1040 kN
Figure 4
Transcribed Image Text:Question 4: Select an appropriate W310 section of ASTM A992 steel (F, = 345 MPa) as the beam-column in an unbraced frame subjected to the factored loads, including biaxial bending moments, as shown in Fig. 4. The beam-column is laterally braced at the two ends only. (Hint: I would start with W310x118 and then decide if this is an appropriate choice or a heavier/lighter section is necessary depending on the outcome of checking interaction equations.) 1040 kN 1040 kN 125 kNm 85 kNm W310 W310 7000 %3D II 235 kNm 50 kNm 1040 kN 1040 kN Figure 4
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