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The 25 foot beam is loaded as shown below. a. (10 points) Draw the shear and bending moment diagrams for this beam. b. (15 po
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3k 3k SFD & BMD W 1k14 5 S An Reactions To & Faro, Arco 3k 3k EMB=0; 1K) SY $ 75 101 8.SK FBD Vy Ayx20-1x10x15 - X10X15-3x5My = 25+ V₂ x 5 = 25-2.585 12.5k. It My = 12.5+ V3+5=1215-5.5x5 -15 Kost M6 = - 15+ V4x5=-15+3x5 0 Geometrical properties yStatic moment of even (Aman) &= LAG (At neutral aners) Qman = uxgx & Q mon = 2x [6192 Qman= 7442 9 263 maximum normal tensileMaximum tensile stress (for man man = 15kist = 180 K-zin Hogging moment Oman, T = Mmon gt I 1808 G 16968 max. mant -0.216 Ksimaximum shear stress teman) Temen- Vman aman I b Vman = 7.5 Kefs Amon= 7442 Ln3 9 b = 4 in (At neutral asis) 1 - 16968 iny Cm

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