Chapter 6, Problem 12RP

Determine the internal moment at point D.

The magnitude of the triangular distributed load is w0 = 2 kN/m. Determine the internal forces and moment at A.

Take F=260 lb. Determine the normal force, shear force and moment acting at sections passing through point C on the curved rod.

Determine the internal normal force, shear force, and bending moment acting at point C in the beam

If the beam is subjected to an internal moment of M = 2 kip . ft, determine the resultant force of the bending stress distribution acting on the top vertical board A .

Determine the resultant internal moment in kip-ft acting on the cross-section through point C. Assume the reactions at the supports A and B are vertical. P=2.74 Answer is: 16.44 kip-ft SHOW SOLUTION

This time replace the loading on the beam by an equivalent resultant force only (F'R=?) and specify where this force acts, measured from C(x'=?).

Determine the magnitude of the moment at point A if F = {7i+ 8j - 8k) N at applied at point B. Express your answer using three significant figures and in N-m. Z X 4m 3m 2m B F

If the simply supported beam is subjected to the load shown below, determine the following:           c-    c -  The internal bending moment acting on the cross-section through point C.    d-    d-  The shear stress at section C.