Desig-nation*S610 x 180X 158X 149x 134X 119S508 x 143X 128X 112X98S457 x 104X 81S381 % 74X 64$305 X 74X 61X 52X 478254 % 52X 388203 X 34% 27$178 % 30X 239152 X 26X 19Area(mm²)229702013018900171001516018190163201419012520132901039094858130948577406645603066454815437034903795290532702370Depth Width(mm)622.3622.3609.6609.6609.6515.6515.6508.0508.0457.2457.2381.0381.0304.8304.8304.8304.8254.0254.0203.2203.2177.8177.8FLANGE152.4152.4204.5199.9184.0181.0177.8182.9179.3162.2158.9158.8152.4143.3139.7139.1133.4129.0127.0125,61184105.9101.698.093.090.684.6Thick-ness(mm)27.727.722.122.122.123.423.420.220.217.617.615.815.816.716.713.813.812.512.510.810.810.010.09.19.1WebThick-ness(mm)20.315.718.915.912.720.316.816.112.818.111.714.010.417.411.710.98.915.17,911.26.91146.411.85,9I(106mm²)1315122599593787469565853349535833520218612711395.390.761.251.627.024.017.615.310.99.20AXIS X-XS(10³mm³)422539353260306528702705254021001950169014651060977832744626596482408265236198172144121(mm)24024722923424119620019419917018014615111612112012396.010378.782.868.372.657.962.2I(106mm)34.732.119.918.717.620.919.512.411.510.08.666.535.996.535.664.113.903.482.831.791.551.321.100.9610.758AXIS X-YS(103mm³)33932121620619822821815314512711491.385.794.184.663.761.355.447.733.930.526.923.621.317.9(mm)38.939.932.333.034.033.834.529.530.227.429.026.227.226.226.924.125.422.924.220.321.118.619.517.117.9 An S178 x 30 American standard I-beam (see Appendix A) is loaded and supportedas shown below.(a) Draw complete shear force and bending moment diagrams for the beam.(b) Determine the maximum flexural stress in the beam.yAX15 kN/m2 m-25 kN-2 m-B2 m-CI

Answered: Image /qna-images/answer/7457749b-9cb7-425d-bb78-654742f42979.jpg

An S178 x 30 American standard I-beam (see Appendix A) is loaded and supported as shown below. (a) Draw complete shear force and bending moment diagrams for the beam. (b) Determine the maximum flexural stress in the beam. Y -2 m 15 kN/m 25 kN Y Y 2 m 2 m- I

An S178 x 30 American standard I-beam (see Appendix A) is loaded and supported as shown below. (a) Draw complete shear force and bending moment diagrams for the beam. (b) Determine the maximum flexural stress in the beam. Y -2 m 15 kN/m 25 kN Y Y 2 m 2 m- I

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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