Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN: 9781337094740
Author: Segui, William T.
Publisher: Cengage Learning
Question
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Chapter 6, Problem 6.8.1P
To determine

(a)

The lightest W12 section using Load and Resistance Factor Design (LRFD) method.

To determine

(b)

The lightest W12 section using Allowable Strength Design (ASD) method.

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250 mm A D P = 25 kN B 30 60 C TOP VIEW 280 mm Member AD is fabricated by joining two bars (E=205GPA, G,A=82GPA) and is pinned to plate ABC using a 5 mm diameter pins as shown in the figure. The yield strength of the pins is T,=890MPA. Plate ABC is a right triangle and is fixed along its edge BC. A 25KN Force P is then applied at end D causing a lateral strain in member AD with magnitude equal to 7.5x104mm/mm. This also causes Point A to displace only along the horizontal resulting to a shear strain at point A equal to y,=+0.00165rad. Determine the following: 1. Poisson's ratio of material used in member AD, vD 2. The normal strain in member AD, CAD 3. The average stress experienced by pin A, TA 4. Factor of Safety of pin A with respect to yielding, FS,A 5. Displacement of point D, A,
The steel truss (E =200 GPa) shown in figure below has a cross-sectional area of 1920 mm². Determine: a. The largest allowable load F if the change in length of member BD is not to exceed 1.6 mm and a factor of safety of 2.5. b. The displacement of support D due to the load calculated in part a. 5m 6m A C F
A plane frame structure is shown as following figure El=1. Assuming that the inflection points are located at the middle height of the columns and the columns have the same lateral stiffness on each floor. Try to determine the beam end bending moments MA2 of beam A2B2 A₂ El-S By El-3 C₂ El=5 D₂ (55KN) Ele EL El hy 4m El=5 B₂ F₁- El-3C₂ EL-5 D (40KN) hy Sm EL El A₂ EL 4₂₁ B₁ Ele El D₁
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