The beam shown will be constructed from a standard steel W-shape using an allowable bending stress of 23.1 ksi. Assume P = 32 kips,L1 = 4.5 ft, and L2 = 13.5 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)?PPBDL1L2L1XWide-Flange Sections or W Shapes-U.S. Customary Units Wide-Flange Sections or W Shapes-U.S. Customary UnitsWebFlangeFlangeArea Depth thicknessbywidththicknessDesignationS,AdI,ryin.?in.in.in.in.in.+in.3in.in.+in.in.W24 x 9427.724.30.5159.070.87527002229.8710924.01.9824 x 7622.423.90.4408.990.68021001769.6982.518.41.9224 x 6820.123.70.4158.970.58518301549.5570.415.71.8724 x 5516.223.60.3957.010.50513501149.1129.18.301.34W21 x 6820.021.10.4308.270.68514801408.6064.715.71.8021 x 6218.321.00.4008.240.61513301278.5457.514.01.7721 x 5014.720.80.3806.530.53598494.58.1824.97.641.3021 x 4413.020.70.3506.500.45084381.68.0620.76.371.26W18 x 5516.218.10.3907.530.63089098.37.4144.911.91.6718 x 5014.718.00.3557.500.57080088.97.3840.110.71.6518 x 4011.817.90.3156.020.52561268.47.2119.16.351.2718 x 3510.317.70.3006.000.42551057.67.0415.35.121.22W16 x 5716.816.40.4307.120.71575892.26.7243.112.11.6016 x 5014.716.30.3807.070.63065981.06.6837.210.51.5916 x 4011.816.00.3057.000.50551864.76.6328.98.251.5716 x 319.1315.90.2755.530.44037547.26.4112.44.491.17W14 x 6820.014.00.41510.00.7207221036.0112124.22.4614 x 5315.613.90.3708.060.66054177.85.8957.714.31.9214 x 4814.113.80.3408.030.59548470.25.8551.412.81.9114 x 3410.014.00.2856.750.45534048.65.8323.36.911.5314 x 308.8513.80.2706.730.38529142.05.7319.65.821.4914 x 267.6913.90.2555.030.42024535.35.658.913.551.0814 x 226.4913.70.2305.000.33519929.05.547.002.801.04by

Answer We need to calculate the maximum moment due to given loads. Using Maximum Moment on beam and…

The beam shown will be constructed from a standard steel W-shape using an allowable bending stress of 23.1 ksi. Assume P= 32 kips, L4= 4.5 ft, and L2 = 13.5 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)? P B L1 L2 L1 х—— х d Wide-Flange Sections or W Shapes–U.S. Customary Units

The beam shown will be constructed from a standard steel W-shape using an allowable bending stress of 23.1 ksi. Assume P= 32 kips, L4= 4.5 ft, and L2 = 13.5 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)? P B L1 L2 L1 х—— х d Wide-Flange Sections or W Shapes–U.S. Customary Units

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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