Compute the moment of inertia for the built up sectionshown below about the strong axis only. (Group 2)½"x 4"WebFlangeDistanceArea, Depth,Work-k T ableGagekThickness,2Thickness,Width,brShapeAKdes Kartin.7.64 7%8 0.810 13/16 1.21 121.15 1/16in.?in.in.in.in.in.in.in.in.in./% 152 32W18x71x65x60x55°x5020.9 18.5 1820.495 219.1 18.4 18% 0.450 1617.6 18.2 184 0.415 /1616.2 18.1 18e 0.390 3814.7 18.0 18 0.355 %%7.59 7%s 0.750 347/813/1613/167.56 72 0.695 /16 1.10 116 7.53 72 0.630 %8 1.03 1%1613/1616 7.50 72 0.570 16 0.972 14W18 × 65CompactNom- SectioninalTorsionalAxis X-XAxis Y-YPropertiesCriteriahoWt.byIb/ft 2t71 4.71 32.4 117065 5.06 35.7 107060 5.44 38.755 5.98 41.150 6.57 45.2CwSin.in. in.in.127117in.in.60.354.8in.15.8 1.70 24.714.4 1.6913.3 1.68 20.6in.3.49in.in.7.50 1467.49 1337.47 1237.41 112in.in.2.05 17.722.5 2.03 17.72.02 17.52.00 17.51.98 17.447002.73424098410850.12.17385089098.344.911.9 1.6718.51.66343080088.9 7.38 10140.110.7 1.6516.61.243040

Answered: Image /qna-images/answer/493a30c1-e9d7-4b20-945d-499b0827d763.jpg

7.59 7% 0.750 1.15 1% % Compute the moment of inertia for the built up section shown below about the strong axis only. (Group 2) - ½"x 4" I. Web Flange Distance Area, Depth, Work- able Gage k Thickness, 2 Width, Thickness, Shape A ki Kdes kart in.? in. in. in. in. in. in. in. in. in. in. W18x71 x65 x60° x55 20.9 18.5 182 0.495 2 19.1 18.4 18 0.450 /16 17.6 18.2 1840.415 /16 4 16.2 18.1 18% 0.390 /8 14.7 18.0 18 0.355 %% 7.64 7% 0.810 13/16 1.21 12 14 7.56 72 0.695 /16 1.10 1% 316 7.53 72 0.630 %8 1.03 1%16 13/16 /16 7.50 72 0.570 16 0.972 14 /8 152 32 1/16 13/18 x50 13/16 W18 x 65 Compact Nom- Section inal Wt. Torsional Axis X-X Axis Y-Y Properties Criteria ho J Cw S Ib/ft 2t in. in. in. in. 60.3 in. in. in. 3.49 in. 4700 in. 15.8 1.70 24.7 54.8 14.4 1.69 22.5 13.3 1.68 20.6 11.9 1.67 18.5 10.7 1.65 in. in. 2.05 17.7 2.03 17.7 2.02 17.5 2.00 17.5 1.98 17.4 in. 71 4.71 32.4 1170 65 5.06 35.7 1070 60 5.44 38.7 55 5.98 41.1 50 6.57 45.2 7.50 146 7.49 133 7.47 123 98.3 7.41 112 88.9 7.38 101 127 117 2.73 4240 984 108 50.1 2.17 3850 890 800 44.9 1.66 3430 3040 40.1 16.6 1.24

7.59 7% 0.750 1.15 1% % Compute the moment of inertia for the built up section shown below about the strong axis only. (Group 2) - ½"x 4" I. Web Flange Distance Area, Depth, Work- able Gage k Thickness, 2 Width, Thickness, Shape A ki Kdes kart in.? in. in. in. in. in. in. in. in. in. in. W18x71 x65 x60° x55 20.9 18.5 182 0.495 2 19.1 18.4 18 0.450 /16 17.6 18.2 1840.415 /16 4 16.2 18.1 18% 0.390 /8 14.7 18.0 18 0.355 %% 7.64 7% 0.810 13/16 1.21 12 14 7.56 72 0.695 /16 1.10 1% 316 7.53 72 0.630 %8 1.03 1%16 13/16 /16 7.50 72 0.570 16 0.972 14 /8 152 32 1/16 13/18 x50 13/16 W18 x 65 Compact Nom- Section inal Wt. Torsional Axis X-X Axis Y-Y Properties Criteria ho J Cw S Ib/ft 2t in. in. in. in. 60.3 in. in. in. 3.49 in. 4700 in. 15.8 1.70 24.7 54.8 14.4 1.69 22.5 13.3 1.68 20.6 11.9 1.67 18.5 10.7 1.65 in. in. 2.05 17.7 2.03 17.7 2.02 17.5 2.00 17.5 1.98 17.4 in. 71 4.71 32.4 1170 65 5.06 35.7 1070 60 5.44 38.7 55 5.98 41.1 50 6.57 45.2 7.50 146 7.49 133 7.47 123 98.3 7.41 112 88.9 7.38 101 127 117 2.73 4240 984 108 50.1 2.17 3850 890 800 44.9 1.66 3430 3040 40.1 16.6 1.24

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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