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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 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

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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
Transcribed Image Text: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
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 Type EDLSMNon ere ASC Manual Label C15K50 Dr 3.72 147 15.0 15.0 0550 0799 404 C1SX40 CIS9 110 .17 0.520 0.778 348 C. C1S3 315 07 C. [ Select ] 832.5 0.574 102 5.12 C1225 C12207 C1225 144 445 C1200.7 S 129 1.00 Not in the choices 1012.27 1. Determine Ixx (Centroidal) 958.77 784.98 2. Determine lyy (Centroidal) Select ]
Transcribed Image Text: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 Type EDLSMNon ere ASC Manual Label C15K50 Dr 3.72 147 15.0 15.0 0550 0799 404 C1SX40 CIS9 110 .17 0.520 0.778 348 C. C1S3 315 07 C. [ Select ] 832.5 0.574 102 5.12 C1225 C12207 C1225 144 445 C1200.7 S 129 1.00 Not in the choices 1012.27 1. Determine Ixx (Centroidal) 958.77 784.98 2. Determine lyy (Centroidal) Select ]
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