MAT.SCIENCE+ENGIN.(PERUSALL ACCESS)
MAT.SCIENCE+ENGIN.(PERUSALL ACCESS)
10th Edition
ISBN: 2818440149658
Author: Callister
Publisher: PERUSALL
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Chapter 4, Problem 2FEQP
To determine

The atom percent of Pb and Sn .

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The single story building shown in Fig. 2 has an applied uniform load of 300 psf (0.3ksf) including the self weight of the beams and the girders. The roof has a 16 ft x 15 ft opening as shown.  1. Determine the axial loads on Columns C1 and C2 using reactions from the beams supported on the columns. 2. Determine the axial loads on Columns C1 and C2 using the concept of tributary areas.
1.5 1.5 1.5 and must be from these: 1.5, 6.7. greater than 4.5 14.8 23.4 6.7 26.1 2.3 23.3 6.7 greater than 0.4 0.4 15.6 even 21.4 26.1 22.2 12.8 either 5.3 or 12.8 26.3 eater than 4.5 odd even even 12.8 even 17 greater than 1.5 ☐ 28.3 less than 6.7 even odd either 4.5 or 1.5 greater than 1.5 less than 15.6 15.6 14.8 5.3
A built-up beam section is formed by welding 2xL8x6x1 angles to the bottom flange of        W36x210 as shown in Fig. 1.  Determine the following section properties of the built-up cross section: a. Cross sectional area, A (in2) b. The location of the centroids CG-X and CG-Y id of the built up section from the bottom of angle ( this value is given, so you need to check that you get this value) c. Moments of  inertia  ICG-X (in4) and ICG-Y (in4) d. Section modulus Sx (bot) (in3) and Sx (top) (in3) e. Radius of gyration rx (in) and ry (in) f. Weight of the built up section, w (lb/ft) (use density of steel = 490 pcf) g. Surface area of the built-up section, S(ft2/ft)
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