Engineering Fundamentals
Engineering Fundamentals
6th Edition
ISBN: 9780357112144
Author: Saeed Moaveni
Publisher: MISC PUBS
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Chapter 9, Problem 3P

Determine the specific gravity of the following materials: gold (ρ = 1208 lb/ft3), platinum (ρ = 1340 lb/ft3), silver (ρ = 654 lb/ft3), sand (ρ = 94.6 lb/ft3), freshly fallen snow (ρ = 31 lb/ft3), tar(ρ = 75 lb/ft3), hard rubber (ρ = 74.4 lb/ft3).

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2: Determine the vertical displacement, in millimeters, at H for the following truss. Assume A = 400 mm2 and E = 200,000 MPa for each member. A 5 kN B 5 kN 5 kN D I H G 2 m 2 m 2 m 2 m 1.0 m 1.0 m E
1: Determine the vertical deflection at joint E and the horizontal displacement at joint C for the following truss. Assume Area = 400 mm2 and E = 200000 MPa 30 m B с 30 kN A E D 25, KN -5 m- -5 m- -5 m- -5 m- -20 m-
A cantilever beam ABC is loaded as shown in Figure 1. A is a fixed support. Assume E= 200 GPa and I = 200 x 10^6 mm^4. (a) Using the moment area method, determine the slope at B. (b) Using the conjugate beam method, determine the vertical deflection at B.  (c) Using the virtual work method, determine the vertical deflection at C.
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Understanding Stresses in Beams; Author: The Efficient Engineer;https://www.youtube.com/watch?v=f08Y39UiC-o;License: Standard Youtube License