Table 1-1 (continued)W-ShapesX.twDimensionsWebFlangeDistanceArea,ADepth,Work-ableGageThickness,Width,Thíckness,kShapek Tkdes kdetin.?in.in.in.in.in.in.in.in.in.in. :0.395 % 0.695 15/1 5/%/168% 245.62 10.2 104 0.250 44.99 10.1 10s 0.240 44.41 9.99 103.54 9.87 9% 0.190 1 % 3.96 44.02 44.01 40.230 Ve 4.00 4W10x190.330 16 0.630 %0.270 4 0.570 13/1 1e0.210 16 0.510 4x17x15x12CompactNom- SectionTorsionalAxis X-XAxis Y-YPropertiesinalCriteriaheWt.hJCwIb/ft 24in.in.in.in.in. in.in.in.in.in.in.in.619 5.09 35.417 6.08 36.915 7.41 38.512 9.43 46.696.3 18.8 4.14 21.681.916.2 4.05 18.768.913.8 3.9553.810.9 3.904.29 2.14 0.8743.56 1.78 0.8452.89 1.45 0.810 2.30 1.012.18 1.10 0.7853.35 1.062.80 1.049.810.2331049.770.1569.72 0.1040.054785.116.012.668.31.74 0.983 9.6650.9 For the beam and loading shown, check if the maximum bending stress is less than the allowable bending stressusing the ASD approach. The self-weight of the beam is denoted "waw", and the steel beam is a "W10x26".Assume the beam has an allowable stress due to bending of 21 ksi. See the next page for section properties ofthe steel beam. Assume the steel cross-section is being bent about its "strong axis" - i.e. the "x-axis".PL = 5.0 kipWswB10 ft

Answered: Image /qna-images/answer/caf6de6e-45aa-41f6-b767-bc7de5498b0b.jpg

For the beam and loading shown, check if the maximum bending stress is less than the allowable bending stress using the ASD approach. The self-weight of the beam is denoted "waw", and the steel beam is a "W10x26". Assume the beam has an allowable stress due to bending of 21 ksi. See the next page for section properties of the steel beam. Assume the steel cross-section is being bent about its "strong axis" - i.e. the "x-axis". PL = 5.0 kip Wsw B 10 ft

For the beam and loading shown, check if the maximum bending stress is less than the allowable bending stress using the ASD approach. The self-weight of the beam is denoted "waw", and the steel beam is a "W10x26". Assume the beam has an allowable stress due to bending of 21 ksi. See the next page for section properties of the steel beam. Assume the steel cross-section is being bent about its "strong axis" - i.e. the "x-axis". PL = 5.0 kip Wsw B 10 ft

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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