Figure shows a section of a built-in beam, whose section is subjected to a total shear force of 40 kN 160 24 120 20 All dimensions in mm 140 20 120 The second moment area of the cross-section about the horizontal neutral axis (centroidal axis) and the maximum shear force per unit length (in kN/m) at the top edge of the upper flange of the cross - section 20
Figure shows a section of a built-in beam, whose section is subjected to a total shear force of 40 kN 160 24 120 20 All dimensions in mm 140 20 120 The second moment area of the cross-section about the horizontal neutral axis (centroidal axis) and the maximum shear force per unit length (in kN/m) at the top edge of the upper flange of the cross - section 20
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Step 1 Interpretation of data
VIEWStep 2 Calculation for center of gravity in Y axis
VIEWStep 3 calculation for center of gravity (CG) of each section to combined CG
VIEWStep 4 Calculation for individual moment of inertia
VIEWStep 5 Calculation for total moment of inertial in x direction using parallel axis theorem
VIEWStep 6 Maximum shear force/unit length
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