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DETERMINE THE CENTROIDAL MOMENT OF INERTIA OF THE BUILT-UP SECTION SHOWN USING A STEEL PLATE 1"X16" AND C-12X25 STEEL SECTION WELDED TOGETHER. REFER TO THE TABLLE BELOW FOR THE PROPERTIES 12 Type EDSM Nomenciature AISC Manual Label C15X50 14.7 3.72 3.52 3.40 15.0 8716 0.799 404 11.0 17 C1SK40 C15X40 118 10.0 150 0520 0.400 0510 0650 0.650 0.501 0.501 0.501 0.778 348 315 C15K339 15.0 120 0.788 .07 C1200 C12X25 C12207 C1200 8.01 7.34 3.17 0.674 162 5.12 C1228 C12207 12.0 3.05 234 0.674 144 445 12.0 0.282 129 3.05 1. Determine Ixx (Centroidal) Not in the choices [Select] 1987.6 2. Determine lyy (Centroidal) 1642.67 Not in the choices 1612.7 1752.5

Insert Page Layout References Mailings Review View 20-AA 、市、 Calibri (Body) BIU be x, x Aa - A mat Painter Font Paragraph 1.Determine V&M equations and diagrams 300 Ib 80 lb/ft A to IB 4" 8" Ay Су Shear diagram Moment diagram Words: 97 OType here to search

(4) 18" If W27x84 A992 steel. Unbraced LRFD. &Mn=?

0-075 2.80 m 3.65 m DOOR: 0.80m X 2.10m WINDOW: 0.40m X 1.80m 0075 0-075 5.85m 0.075 2.50 m REQUIREMENT: PCS- 14" THICK INTERIOR PLYWOOD WALLS PCS- 14" THICK EXTERIOR HARDIFLEX WALLS PCS- 1"X4"X12' T&G FLOORING

A= 63.04 cM², bF = 100 wm, tF = IS-3 wm For ISMC 400 tw = 8.6 mm, Ixx = 15123.4 cm4 For ISA 1asx75X 10 Iyy e 8t-6 an, Crr = 4.04 cm Ivy = s06.3 cnt, cuy = 243 cM ISA 125X TSX10 A = 19.02 Cu? Ixx = 300. 3 CM", Cy y = 1. 76 cm ISMC 400 For the builtup section shown in the figure, provided are the details of the individual structural properties. Find: [ Select ] The x bar from the bottom of the overall figure [ Select] the centroidal MOI lyy

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