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04) Design the braced column shown in Fig. (4) if it has an unsupported length of 6.5 m. Analysis indicates that the critical loading corresponds with the following service loads shown in the Table below at the top and bottom of the column. Load Type Pn(kN) Mntop(kN.m) Mnbot(kN.m) Dead load 1300 110 90 Live load 700 90 70 Take: Vtop-2, Vbot 3 (use alignment chart to find k factor). The column is bent in single curvature. (20 points) 600 #10@S n-#19 Pn Fig. (4) 470 65 350

04) Design the braced column shown in Fig. (4) if it has an unsupported length of 6.5 m. Analysis indicates that the critical loading corresponds with the following service loads shown in the Table below at the top and bottom of the column. Load Type Pn(kN) Mntop(kN.m) Mnbot(kN.m) Dead load 1300 110 90 Live load 700 90 70 Take: Vtop-2, Vbot 3 (use alignment chart to find k factor). The column is bent in single curvature. (20 points) 600 #10@S n-#19 Pn Fig. (4) 470 65 350

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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04) Design the braced column shown in Fig. (4) if it has an unsupported length of 6.5 m. Analysis indicates that the critical loading corresponds with the following service loads shown in the Table below at the top and bottom of the column. Load Type Pn(kN) Mntop(kN.m) Mnbot(kN.m) Dead load 1300 110 90 Live load 700 90 70 Take: Vtop-2, Vbot 3 (use alignment chart to find k factor). The column is bent in single curvature. (20 points) 600 #10@S n-#19 Pn Fig. (4) 470 65 350
Transcribed Image Text:04) Design the braced column shown in Fig. (4) if it has an unsupported length of 6.5 m. Analysis indicates that the critical loading corresponds with the following service loads shown in the Table below at the top and bottom of the column. Load Type Pn(kN) Mntop(kN.m) Mnbot(kN.m) Dead load 1300 110 90 Live load 700 90 70 Take: Vtop-2, Vbot 3 (use alignment chart to find k factor). The column is bent in single curvature. (20 points) 600 #10@S n-#19 Pn Fig. (4) 470 65 350
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