Please solve the question in the picture and show all of your work please Problem 2For the column subjected to eccentric loading: A B1. compute the stresses at the cornersstresses in MPa.Zand C. Provide the2. Sketch the stress distribution on the cross-section, clearly Xidentifying compression and tension stresses, as well asthe Neutral Axis.120 kN300 mm200 mm

Step 1: Given.Step 2: Find the stresses induced due to loading. Step 3: Find the combined stresses…

Answered: Problem 2 For the column subjected to…

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.1.3P

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A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The beams are spaced at 7 feet 6 inches, and the span length is 30 feet. The superimposed loads are as follows: construction load = 20 psf, partition load = 10 psf, weight of ceiling and light fixtures = 5 psf, and live load = 60 psf, A992 steel is used, and fc=4 ksi. Determine whether the flexural strength is adequate. a. Use LRFD. b. Use ASD.
Determine the smallest value of yield stress Fy, for which a W-, M-, or S-shape from Part 1 of the Manual will become slender. To which shapes does this value apply? What conclusion can you draw from your answer?
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Use the composite beam tables and select a W-shape and stud anchors for the following conditions: Span length = 18 6 Beam spacing = 9 ft Total slab thickness = 51 2 in. (the slab and deck combination weighs 57 psf). Lightweight concrete with a unit weight of 115 pcf is used Construction load = 20 psf Partition load = 20 psf Live load = 225 psf Fy=50 ksi and fc=4 ksi A cross section of the formed steel deck is shown in Figure P9.8-9. The maximum live-load deflection cannot exceed L/360 (use a lower-bound moment of inertia). a. Use LRFD. b. User ASD.
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How does a tensile stress differ from a compressive stress?

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Problem 2 For the column subjected to eccentric loading: A B 1. compute the stresses at the corners stresses in MPa. Z and C. Provide the 2. Sketch the stress distribution on the cross-section, clearly X identifying compression and tension stresses, as well as the Neutral Axis. 120 kN 300 mm 200 mm