FIGURE 4 Problem 5. Using the method of sections, determine the loads in members BD, CD, and CE of the truss shown in Figure
FIGURE 4 Problem 5. Using the method of sections, determine the loads in members BD, CD, and CE of the truss shown in Figure 5. 2.5' FIGURE 5 2.5 kips 5 3 2.5 = 22.620 Emer-0-8.5A +2.5 (2.5)-2(1) 1 kip tan 25.61 +PA+Q sin(a)=0 Q369 522.62 959 kies EME=D=-3A-25P P 36.34) -.4428kies 2.5 80.4425 KIPSC 11.54 6.25.2 A.369Kips P+Q rosia) +20 R=4425 +1595(22.62) 1.33kies
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Authors: R.C.Hibbeler
7th Edition
978-0072931105, 0072931108
