moment area method 12 kN/mEl = constantE= 70 GPaABI=210x10° mmRequired: 8max 0, OB3m4m

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Answered: 12 kN/m El = constant E= 70 GPa I=…

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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Calculate the Moment of Inertia t Ex and Ly •8x11.5 C10X153 AMERICAN STANDARD CHANNELS Theoretical Dimensions and Properties for Designing Flange Axis X-X Average Thick- Web Width sess Thick- Section Number C15 x C10 x C12x 30.0 25.0 20.7 C9 x CB x Area Depth Weight of of Sec-Width per Sec Foet tion tion C7 x b, 4 in in A d in ² in. in. in. in." 50.0 14.7 15.00 3.716 0.650 0.715 404 40.0 11.8 15.00 3.520 0.650 0.520 349 33.9 9.96 15.00 3.400 0.650 0.400 315 ness 1 30.0 25.0 20.0 15.3 8.82 12.00 3.170 0.501 0.510 162 7.35 12.00 3.047 0.501 0.387 144 6.09 12.00 2.942 0.501 0.282 129 5, 1 18.75 5.51 8.00 2.527 0.390 0.487 44.0 13.75 4.04 8.00 2.343 0.390 0.303 36.1 11.5 3.38 8.00 2.260 0.390 0.220 32.6 V 12.25 3.60 7.00 2.194 0.366 0.314 24.2 9.8 2.87 7.00 2.090 0.366 0.210 213 Axis Y-Y 15.0 4.41 9.00 2.485 0.413 0.285 51.0 11.3 3.40 1.93 13.4 3.94 9.00 2.433 0413 0.233 47.9 10.6 3.48 1.76 5, in." in." 53.8 5.24 11.0 3.78 46.5 5.44 9.23 3.36 42.0 5.62 8.13 3.11 8.82 10.00 3.033 0.436…
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Calculate the Moment of Inertia t Ex and Ly •8x11.5 C10X153 AMERICAN STANDARD CHANNELS Theoretical Dimensions and Properties for Designing Flange Axis X-X Average Thick- Web Width sess Thick- Section Number C15 x C10 x C12x 30.0 25.0 20.7 C9 x CB x Area Depth Weight of of Sec-Width per Sec Foet tion tion C7 x b, 4 in in A d in ² in. in. in. in." 50.0 14.7 15.00 3.716 0.650 0.715 404 40.0 11.8 15.00 3.520 0.650 0.520 349 33.9 9.96 15.00 3.400 0.650 0.400 315 ness 1 30.0 25.0 20.0 15.3 8.82 12.00 3.170 0.501 0.510 162 7.35 12.00 3.047 0.501 0.387 144 6.09 12.00 2.942 0.501 0.282 129 5, 1 18.75 5.51 8.00 2.527 0.390 0.487 44.0 13.75 4.04 8.00 2.343 0.390 0.303 36.1 11.5 3.38 8.00 2.260 0.390 0.220 32.6 V 12.25 3.60 7.00 2.194 0.366 0.314 24.2 9.8 2.87 7.00 2.090 0.366 0.210 213 Axis Y-Y 15.0 4.41 9.00 2.485 0.413 0.285 51.0 11.3 3.40 1.93 13.4 3.94 9.00 2.433 0413 0.233 47.9 10.6 3.48 1.76 5, in." in." 53.8 5.24 11.0 3.78 46.5 5.44 9.23 3.36 42.0 5.62 8.13 3.11 8.82 10.00 3.033 0.436…
Determine the moment of area about the y axis by the shaded area as shown below.
Follow table solve for me

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12 kN/m El = constant E= 70 GPa I= 210x10° mm* Required: 8max 0A OB C B 3m 4m