Engineering Fundamentals
Engineering Fundamentals
6th Edition
ISBN: 9780357112144
Author: Saeed Moaveni
Publisher: MISC PUBS
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Chapter 16, Problem 35P
To determine

Draw the isometric view of a telephone.

Mention the necessary measurements or estimations of dimensions.

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Direction: Write the answer in a bond paper with complete solutions drawings. Strictly write in bond paper and picture it.   Topic: Sheer & Moment diagrams, Reaction at Supports, Load Tracing, Method of Joint, and Method of Section   Course: Theory Of Structure
1. Create Diagrams: Draw the shear and moment diagrams for the given beam. 8k 15k-ft B 12 k -6 ft- -8 ft--8 ft- -8 ft- 4k 4 ft 2 ft
10:46 Mechanics of Deform... ← CE104.2T.24.25. FA 1 5 of 6 2.5/10 Rigid bar ABCD is loaded and supported as shown. Steel [E=27800 ksi] bars (1) and (2) are unstressed before the load P is applied. Bar (1) has a cross- sectional area of 0.83 in.² and bar (2) has a cross- sectional area of 0.45 in.2. After load P is applied, the strain in bar (1) is found to be 670 με. Assume L₁=58 in., L2-94 in., a=26 in., b=22 in., and c=36 in. Determine: (a) the stresses in bars (1) and (2). (b) the vertical deflection VD of point D on the rigid bar. (c) the load P. A L₁ B L2 a b 223 D Stream Courses Calendar More
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