Figure 1.d
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A: Step 1:Step 2:Step 3:Final Interaction Curve Points:P (kips) M (kip-ft) 1156.8 0 360 54.195 0 210
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- A W 12 x 35 steel cantilever beam is subjected to an axial load P = 9.5 kips and a transverse load V = 10.5 kips. The beam has length L = 6 ft. (See the figure below.) V D C (Assume that the structure behaves linearly elastically and that the stresses caused by two or more loads may be superimposed to obtain the resultant stresses acting at a point. Consider both in-plane and out-of-plane shear stresses unless otherwise specified. See this table for beam properties. Enter your answers in ksi. For the normal stresses, use the deformation sign convention. For the shear stresses, enter the magnitudes.) (a) Calculate the principal normal stresses and the maximum shear stress for an element located at C near the fixed support. Neglect the weight of the beam. ksi 02 = ksi Tmax ksi (b) Repeat part (a) for point D which is 4 in. above point C (see figure). o, = ksi 02 ksi Tmax ksiFIHD THe CENTROID (X$ Y) OF THe GEOMETRYcan u show the (c) clearly?