P-E.D. The simply supported beam with an overhang shown in the enclosed sketch is subjectedto a concentrated force "P" at point A of a 150 kN and a distributed force "w" of 75 kN/mbetween points E and B. Please notice that the sketch is not at scale, the distances betweenpoints A, C, D, E, and B are labelled on the sketch. The beam is a prismatic beam with arectangular cross-section 100 mm wide and 300 mm tall The beam is made of ASTM A36 steelwith the following properties: yield stress in tension 250 MPa, yield stress in shear 145 MPa, anda modulus of elasticity of 200 GPa It is desired to obtain the following information:1.) Reactions at the supports D and B, magnitude and direction2.) Internal shear force diagram from A to B3.) Internal bending moment diagram from A to B4.) Maximum tensile bending stress along the beam such as magnitude and sign and inwhat beam section does it occur, and within the cross section where will themaximum occur. Is the design safe based on yield tensile stress?5.) Maximum shear stress along the beam and in what section does it occur and withinthe cross section where it will occur. Based on the yield shear stress is the designsafe?6.) In section C, it is desired to calculate the normal and shear stresses at a point "a"within the section located midway between the top fiber and the neutral fiber, pleaseplot the stresses (normal and shear) on an briented element including the vertical andhorizontal planes; you need to include magnitude and directions for all the stressesacting on these two planes7.) Calculate the Principal stresses at the same point "a" of the section C indicatingmagnitudes and signs8.) Calculate the orientations of the principal planes and show these on an elementappropriately oriented showing the principal stresses on the corresponding planes9.) Calculate the angle of rotation 8 of the section at "D" using superposition and thetables included with the FE reference manual, andCalculate the deflection v of section "C" using superposition and the tables10.)included with the FE reference manual

Question

P-E.D. The simply supported beam with an overhang shown in the enclosed sketch is subjectedto a concentrated force &#34;P&#34; at point A of a 150 kN and a distributed force &#34;w&#34; of 75 kN/mbetween points E and B. Please notice that the sketch is not at scale, the distances betweenpoints A, C, D, E, and B are labelled on the sketch. The beam is a prismatic beam with arectangular cross-section 100 mm wide and 300 mm tall The beam is made of ASTM A36 steelwith the following properties: yield stress in tension 250 MPa, yield stress in shear 145 MPa, anda modulus of elasticity of 200 GPa It is desired to obtain the following information:1.) Reactions at the supports D and B, magnitude and direction2.) Internal shear force diagram from A to B3.) Internal bending moment diagram from A to B4.) Maximum tensile bending stress along the beam such as magnitude and sign and inwhat beam section does it occur, and within the cross section where will themaximum occur. Is the design safe based on yield tensile stress?5.) Maximum shear stress along the beam and in what section does it occur and withinthe cross section where it will occur. Based on the yield shear stress is the designsafe?6.) In section C, it is desired to calculate the normal and shear stresses at a point &#34;a&#34;within the section located midway between the top fiber and the neutral fiber, pleaseplot the stresses (normal and shear) on an briented element including the vertical andhorizontal planes; you need to include magnitude and directions for all the stressesacting on these two planes7.) Calculate the Principal stresses at the same point &#34;a&#34; of the section C indicatingmagnitudes and signs8.) Calculate the orientations of the principal planes and show these on an elementappropriately oriented showing the principal stresses on the corresponding planes9.) Calculate the angle of rotation 8 of the section at &#34;D&#34; using superposition and thetables included with the FE reference manual, andCalculate the deflection v of section &#34;C&#34; using superposition and the tables10.)included with the FE reference manual

Accepted Answer

P=150kN
W=75kn/m

C A 2n