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 EDL SM Nomenciature ASC Manual Label C15X50 Type 14.7 15.0 3.72 8716 0.799 404 11.0 C1SK40 C15X40 C15X339 C1200 118 150 3,52 3.52 0520 0.400 0660 0.778 0.780 348 315 9.17 .07 C15K33.9 10.0 15.0 120 12.0 3.40 0.650 C1230 C12X25 C12207 8.81 7.34 3.17 0510 0.387 0.282 0.501 0.674 162 C1228 C12207 3.05 204 5.12 445 0.501 0.674 144 00 12.0 0.501 129 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
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 EDL SM Nomenciature ASC Manual Label C15X50 Type 14.7 15.0 3.72 8716 0.799 404 11.0 C1SK40 C15X40 C15X339 C1200 118 150 3,52 3.52 0520 0.400 0660 0.778 0.780 348 315 9.17 .07 C15K33.9 10.0 15.0 120 12.0 3.40 0.650 C1230 C12X25 C12207 8.81 7.34 3.17 0510 0.387 0.282 0.501 0.674 162 C1228 C12207 3.05 204 5.12 445 0.501 0.674 144 00 12.0 0.501 129 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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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