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5. SOLVE FOR THE REACTIONS OF THE BEAM SHOWN BELOW AND DRAW THE SHEAR AND MOMENT DIAGRAMS. INCLUDE THE SHEAR AND MOMENT EQUATIONS. A B a 6. LOCATE THE CENTER OF GRAVITY (C.G.) AND DETERMINE THE MOMENT OF INERTIA ALONG THE x-x AXIS OF THE SECTION SHOWN BELOW. 300 300 100 300 +C.G. 200 -750 7. ASSUME THE BEAM IN ITEM 5. HAS A CROSS-SECTION SIMILAR TO THE FIGURE SHOWN IN ITEM 6. DETERMINE THE MAXIMUM TENSILE AND COMPRESSIVE FLEXURAL STRESS, fb, EXPERIENCED BY THE BEAM.

5. SOLVE FOR THE REACTIONS OF THE BEAM SHOWN BELOW AND DRAW THE SHEAR AND MOMENT DIAGRAMS. INCLUDE THE SHEAR AND MOMENT EQUATIONS. A B a 6. LOCATE THE CENTER OF GRAVITY (C.G.) AND DETERMINE THE MOMENT OF INERTIA ALONG THE x-x AXIS OF THE SECTION SHOWN BELOW. 300 300 100 300 +C.G. 200 -750 7. ASSUME THE BEAM IN ITEM 5. HAS A CROSS-SECTION SIMILAR TO THE FIGURE SHOWN IN ITEM 6. DETERMINE THE MAXIMUM TENSILE AND COMPRESSIVE FLEXURAL STRESS, fb, EXPERIENCED BY THE BEAM.

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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5. SOLVE FOR THE REACTIONS OF THE BEAM SHOWN BELOW AND DRAW THE SHEAR AND MOMENT DIAGRAMS. INCLUDE THE SHEAR AND MOMENT EQUATIONS. A B a 6. LOCATE THE CENTER OF GRAVITY (C.G.) AND DETERMINE THE MOMENT OF INERTIA ALONG THE x-x AXIS OF THE SECTION SHOWN BELOW. 300 300 100 300 +C.G. 200 -750 7. ASSUME THE BEAM IN ITEM 5. HAS A CROSS-SECTION SIMILAR TO THE FIGURE SHOWN IN ITEM 6. DETERMINE THE MAXIMUM TENSILE AND COMPRESSIVE FLEXURAL STRESS, fb, EXPERIENCED BY THE BEAM.
Transcribed Image Text:5. SOLVE FOR THE REACTIONS OF THE BEAM SHOWN BELOW AND DRAW THE SHEAR AND MOMENT DIAGRAMS. INCLUDE THE SHEAR AND MOMENT EQUATIONS. A B a 6. LOCATE THE CENTER OF GRAVITY (C.G.) AND DETERMINE THE MOMENT OF INERTIA ALONG THE x-x AXIS OF THE SECTION SHOWN BELOW. 300 300 100 300 +C.G. 200 -750 7. ASSUME THE BEAM IN ITEM 5. HAS A CROSS-SECTION SIMILAR TO THE FIGURE SHOWN IN ITEM 6. DETERMINE THE MAXIMUM TENSILE AND COMPRESSIVE FLEXURAL STRESS, fb, EXPERIENCED BY THE BEAM.
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