Please help me solve this question MEN202 Final Spring 2016.pdfx Chapter Objectives Final%20Spring%202016.pdf 50 mm Figure 3: Cross sec tion of the beam shown in figure 2 A beam AB fixred at A and sim ply supported at B is shown in figure 2. Beam ABspous constantly distributed load W-10kN/m and a bending moment M-250 N m applied on B. Bean AB is assembled using bolts and 3 pla tes as shown in figure 3. Beam AB is made of steel having a modulus of elasticity E-200 GPs a) Compute the reactions on the supports b) Using M17.71 k.N.m,R -23.24 kN and R, 676kN, draw the shear and moment diagrams of the beam. c) What s the minimum allrwahle length of the weh of the cross section h if the bean's to support a maximum normal stress ơatew-240 MPa. d) Using h-150 mm, find the maximum allowab le distance s he tween the bolts if the bean s to support a constant V,- V 23 24 kN abng all the heam. Each bolt can suppert a maximum bad F-4 kN 3 m Figure 2: Loaded beam 6 mm 6 mm 50 rmm Figure 3: Cross sec tion of tle beam shinv n in figure 2 A beam AB flxed at A and sanply sapposted at B us ahon n figue 2 Beam AB upports eonutundly detributed load W-101Um and a bending mome nt M-230 N m applied on B Besm AB i seubled uring boits and 3 plates as shown in figae 3 Besin AB ia made of tee l having a modulus of euticity B-200 0% a) Conupute the reactione on the spperb Using M, 17.71 AN -332 k andR676N, drau the slesr MEN202 Final Spring 2016.pdfx Chapter Objectives Final%20Spring%202016.pdf 50 mm Figure 3: Cross sec tion of the beam shown in figure 2 A beam AB fixred at A and sim ply supported at B is shown in figure 2. Beam ABspous constantly distributed load W-10kN/m and a bending moment M-250 N m applied on B. Bean AB is assembled using bolts and 3 pla tes as shown in figure 3. Beam AB is made of steel having a modulus of elasticity E-200 GPs a) Compute the reactions on the supports b) Using M17.71 k.N.m,R -23.24 kN and R, 676kN, draw the shear and moment diagrams of the beam. c) What s the minimum allrwahle length of the weh of the cross section h if the bean's to support a maximum normal stress ơatew-240 MPa. d) Using h-150 mm, find the maximum allowab le distance s he tween the bolts if the bean s to support a constant V,- V 23 24 kN abng all the heam. Each bolt can suppert a maximum bad F-4 kN 3 m Figure 2: Loaded beam 6 mm 6 mm 50 rmm Figure 3: Cross sec tion of tle beam shinv n in figure 2 A beam AB flxed at A and sanply sapposted at B us ahon n figue 2 Beam AB upports eonutundly detributed load W-101Um and a bending mome nt M-230 N m applied on B Besm AB i seubled uring boits and 3 plates as shown in figae 3 Besin AB ia made of tee l having a modulus of euticity B-200 0% a) Conupute the reactione on the spperb Using M, 17.71 AN -332 k andR676N, drau the slesr