The beam shown will be constructed from a standard steel W-shape using an allowable bending stress of 40.4 ksi. Assume P = 51 kips, L1=6.6 ft, and L2=19.8 ft. (a) Determine the minimum section modulus required for this beam. (b) From the table below, select the lightest W shape that can be used for this beam. (c) What is the total weight of the steel beam itself (i.e., not including the loads that are carried by the beam)? The beam shown will be constructed from a standard steel W-shape using an allowable bending stress of 40.4 ksi. Assume P = 51kips, L₁ = 6.6 ft, and L₂ = 19.8 ft.(a) Determine the minimum section modulus required for this beam.(b) From the table below, select the lightest W shape that can be used for this beam.(c) What is the total weight of the steel beam itself (i.e., not including the loads that are carried by the beam)?L₁PBL2сPL₁-DXA Designation AW24 x 9424 × 7624 × 6824 × 55W21 x 6821 x 6221 x 5021 x 44W18 x 5518 x 5018 × 4018 x 35W16 x 5716 x 5016 x 4016 x 31Area DepthdW14 × 6814 × 5314 x 4814 × 3414 x 3014 x 26in.227.722.420.116.220.018.314.713.016.214.711.810.316.814.711.8in.24.323.923.723.620.015.614.110.021.121.020.820.716.416.316.09.13 15.918.118.017.917.714.013.913.814.08.8513.87.6913.96.49 13.7Webthicknesstwin.0.5150.4400.4150.3950.4300.4000.3800.3500.3900.3550.3150.3000.4300.3800.3050.2750.4150.3700.3400.2850.2700.2550.230Flangewidthbfin.9.078.998.977.018.278.246.536.507.537.506.026.007.127.077.005.5310.08.068.036.756.735.035.00Flangethicknesstrin.0.8750.6800.5850.5050.6850.6150.5350.4500.6300.5700.5250.4250.7150.6300.5050.4400.7200.6600.5950.4550.3850.4200.335Ixin.4270021001830135014801330984843890800612510758659518375722541484340291245199Sxin.322217615411414012794.581.698.388.968.457.692.281.064.747.210377.870.248.642.035.329.0in.9.879.699.559.118.608.548.188.067.417.387.217.046.726.686.636.416.015.895.855.835.735.655.54Tyin.410982.570.429.164.757.524.920.744.940.119.115.343.137.228.912.412157.751.423.319.68.917.00Syin.324.018.415.78.3015.714.07.646.3711.910.76.355.1212.110.58.254.4924.214.312.86.915.823.552.80Tyin.1.981.921.871.341.801.771.301.261.671.651.271.221.601.571.172.461.921.531.491.081.04

GIvenσb=40.4ksiP=51 kipsL1=6.6 ft=6.6×12=79.2inL2=19.8ft=19.8×12=237.6 in

The beam shown will be constructed from a standard steel W-shape using an allowable bending stress of 40.4 ksi. Assume P = 51 kips, L1=6.6 ft, and L2=19.8 ft. (a) Determine the minimum section modulus required for this beam. (b) From the table below, select the lightest W shape that can be used for this beam. (c) What is the total weight of the steel beam itself (i.e., not including the loads that

The beam shown will be constructed from a standard steel W-shape using an allowable bending stress of 40.4 ksi. Assume P = 51 kips, L1=6.6 ft, and L2=19.8 ft. (a) Determine the minimum section modulus required for this beam. (b) From the table below, select the lightest W shape that can be used for this beam. (c) What is the total weight of the steel beam itself (i.e., not including the loads that

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter5: Stresses In Beams (basic Topics)

Section: Chapter Questions

Problem 5.6.13P: A two-axle carriage that is part of an over head traveling crane in a testing laboratory moves...

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