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- ½"x 4" Web Flange Distance Area, Depth, Work- able Gage Thickness, Thickness, k Width, br Shape A ki Kdes Koet in. 7.64 7%8 0.810 19/16 1.21 12 1.15 1/16 7.56 72 0.695 1/18 1.10 1% in.? in. in. in. in. in. in. in. in. in. 20.9 18.5 18V2 0.495 2 19.1 18.4 18 0.450 /16 17.6 18.2 18%A0.415 /16 16.2 18.1 18e 0.390 s 0.355 %% W18x71 /4 /8 152 329 7.59 7% 0.750 4 X65 x60° 13/16 3/16 7.53 72 0.630 %8 1.03 116 13/16 x55° x50 14.7 18.0 18 16 7.50 72 0.570 16 0.972 14 13/16 W18 x 65 Compact Nom- Section inal Torsional Properties Axis X-X Axis Y-Y is ho Criteria Wt. by Cw Ib/ft 2t 71 4.71 32.4 in. in. 1170 in. in. in. 60.3 in. 15.8 1.70 24.7 14.4 1.69 22.5 13.3 1.68 20.6 11.9 1.67 10.7 1.65 16.6 in. 2.05 17.7 2.03 17.7 2.02 17.5 in. in. in. 7.50 146 7.49 133 7.47 123 98.3 7.41 112 88.9 7.38 101 in. in. 127 3.49 4700 _65 5.06 35.7 60 5.44 38.7 1070 117 54.8 2.73 4240 984 108 50.1 2.17 3850 2.00 17.5 55 5.98 41.1 50 6.57 45.2 890 44.9 18.5 1.66 3430 800 40.1 1.98 17.4 1.24 3040 000

- ½"x 4" Web Flange Distance Area, Depth, Work- able Gage Thickness, Thickness, k Width, br Shape A ki Kdes Koet in. 7.64 7%8 0.810 19/16 1.21 12 1.15 1/16 7.56 72 0.695 1/18 1.10 1% in.? in. in. in. in. in. in. in. in. in. 20.9 18.5 18V2 0.495 2 19.1 18.4 18 0.450 /16 17.6 18.2 18%A0.415 /16 16.2 18.1 18e 0.390 s 0.355 %% W18x71 /4 /8 152 329 7.59 7% 0.750 4 X65 x60° 13/16 3/16 7.53 72 0.630 %8 1.03 116 13/16 x55° x50 14.7 18.0 18 16 7.50 72 0.570 16 0.972 14 13/16 W18 x 65 Compact Nom- Section inal Torsional Properties Axis X-X Axis Y-Y is ho Criteria Wt. by Cw Ib/ft 2t 71 4.71 32.4 in. in. 1170 in. in. in. 60.3 in. 15.8 1.70 24.7 14.4 1.69 22.5 13.3 1.68 20.6 11.9 1.67 10.7 1.65 16.6 in. 2.05 17.7 2.03 17.7 2.02 17.5 in. in. in. 7.50 146 7.49 133 7.47 123 98.3 7.41 112 88.9 7.38 101 in. in. 127 3.49 4700 _65 5.06 35.7 60 5.44 38.7 1070 117 54.8 2.73 4240 984 108 50.1 2.17 3850 2.00 17.5 55 5.98 41.1 50 6.57 45.2 890 44.9 18.5 1.66 3430 800 40.1 1.98 17.4 1.24 3040 000

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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Compute the moment of inertia for the built up section shown below about the strong axis only.

3"x 4" Web Flange Distance Area, Depth, Thickness, t 2 Work- able Gage Width, Thickness, k Shape A d Kdes Koet in. in. /8 152 32 in.? in. 7.64 7/8 0.810 19/16 1.21 12 7.59 7% 0.750 4 1.15 1/16 s 7.56 72 0.695 16 1.10 1%% in. in. in. in. in. in. in. W18x71 x65 x60° x55° x50° 20.9 18.5 182 0.495 2 19.1 18.4 18% 0.450 16 17.6 18.2 184 0.415 /16 16.2 18.1 18% 0.390 % 16 7.53 72 0.630 %% 1.03 1/16| 13/16 14.7 18.0 18 0.355 % 13/16 16 7.50 72 0.570 16 0.972| 1 13/16 W18 × 65 Compact Nom- Section inal Torsional Axis X-X Axis Y-Y Properties ho Criteria Wt. by Ib/ft 2t, t 4.71 32.4 117O 65 5.06 35.7 1070 60 5.44 38.7 55 5.98 41.1 50 6.57 45.2 Cw |Sr Z | Sr 2 h in. in. in. in. in.3 in. in. in. 3.49 in. 4700 in. in. in. 7.50 146 7.49 133 7.47 123 98.3 7.41 112 88.9 7.38 101 60.3 15.8 1.70 24.7 2.05 17.7 54.8 14.4 1.69 22.5 2.03 17.7 13.3 1.68 20.6 2.02 17.5 44.9 11.9 1.67 18.5 10.7 1.65 16.6 71 127 4240 3850 117 2.73 2.17 984 108 50.1 890 800 2.00 17.5 1.98 17.4 1.66 1.24 3430 40.1 3040 00
Transcribed Image Text:3"x 4" Web Flange Distance Area, Depth, Thickness, t 2 Work- able Gage Width, Thickness, k Shape A d Kdes Koet in. in. /8 152 32 in.? in. 7.64 7/8 0.810 19/16 1.21 12 7.59 7% 0.750 4 1.15 1/16 s 7.56 72 0.695 16 1.10 1%% in. in. in. in. in. in. in. W18x71 x65 x60° x55° x50° 20.9 18.5 182 0.495 2 19.1 18.4 18% 0.450 16 17.6 18.2 184 0.415 /16 16.2 18.1 18% 0.390 % 16 7.53 72 0.630 %% 1.03 1/16| 13/16 14.7 18.0 18 0.355 % 13/16 16 7.50 72 0.570 16 0.972| 1 13/16 W18 × 65 Compact Nom- Section inal Torsional Axis X-X Axis Y-Y Properties ho Criteria Wt. by Ib/ft 2t, t 4.71 32.4 117O 65 5.06 35.7 1070 60 5.44 38.7 55 5.98 41.1 50 6.57 45.2 Cw |Sr Z | Sr 2 h in. in. in. in. in.3 in. in. in. 3.49 in. 4700 in. in. in. 7.50 146 7.49 133 7.47 123 98.3 7.41 112 88.9 7.38 101 60.3 15.8 1.70 24.7 2.05 17.7 54.8 14.4 1.69 22.5 2.03 17.7 13.3 1.68 20.6 2.02 17.5 44.9 11.9 1.67 18.5 10.7 1.65 16.6 71 127 4240 3850 117 2.73 2.17 984 108 50.1 890 800 2.00 17.5 1.98 17.4 1.66 1.24 3430 40.1 3040 00
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