The figure shows a propped up horizontal cantilever beam carrying a 1kN load at the end. The shear force in the beam segment BC at any point is, 1 kN В 0.5 m 0.5 m O a. Statically indeterminate O b.0 O. (- )1 kN O d. (+) 1 kN
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- Q2: A conveyor beam has the cross section shown below and it is subjected to a ben moment. Determine the maximum permissible bending moment which can be applie the heam when the hottom flange in tancion, if the safe stor for the mate tension and compression are 30 MPa and 150 MPa respectively. T C VI 25 mm 150 mm 100 mm 50 mm المانه *50*100*50* mm mm mmThe Figure shows a loading set up similar to that of the 'Bending in Beams' laboratory experiment. E = 200 GNm-2 and I = 2 x 10-9 m4. The bending moment and the radius of curvature at any point in the beam between the support points B and Care respectively: 1 kN 1 kN B A l0.125 m 1.25 m O a. (-)12.5 kNm, 2.8 m O b.(-)125 Nm, 3.2 m OC (-)2.5 kNm, 2.4 m O d.(-)125 Nm, 1.2 mDetermine the internal shear force (in kN) at point E in the compound beam shown below. Make sure to include a negative sign when appropriate. 3.2 kN/m 3.0m E 3.0m a B 1.0m 10 kN IC F 25 kN-m -2 m-2 m. D
- For the beam shown in the figure, Determine the following unknowns where L1 = 5m, L2 = 3m, and the moment reaction of the fixed support is 157.5 kN-m clockwise. (DON'T FORGET THE UNITS) Internal Hinge L1 L2 Solve the value of "w": kN/m Solve the reaction of the roller support Solve the vertical reaction of the fixed supportDetermine the internal normal force and shear force, and the bending moment in the beam at points C and D. Assume the support at B is a roller. Point C is located just to the right of the 8-kip load. For your explanation section, complete a FBD of the other side of the beam from the version you did to solve the problem. 8 kip 40 kip · ft A to to D B- 8 ft 8 ft- -8 ftA beam is supported and loaded as shown. In the section of the beam between 'A' and 'B', the equation for the resisting bending moment was determined as: M₁ = -6.5x²+50x. Determine the magnitude of maximum resisting bending moment (Mr,max) in the section. Note: Do NOT include units in your answer Answer: AA B
- 3. For the loaded beam shown below, determine the shear and moment equations and draw the shear and moment diagrams. R₁ = R₂ = 300 lb. Diagrams only without solutions will not be checked. All equations must be supported with the necessary FBDs of sections considered. M = 1200 lb-ft 2 ft- R₁ 100 lb/ft B 4 ft- E 1ft iftR₂Q2-Draw the shear force and bending moment diagrams for the beam shown in Fig. (2) Q3-A reinforced concrete column of 250mm x 250mm emiss section shown in designed to he the ... med are ca alles Lise Ec=14Gra and Est-ZUUGľa. MPa TeQ: Draw the shear force and bending moment diagram for the beam shown in Fig. and find maximum shear and bending moment. Notice that, at point (D) there is an internal hinge. 4 kNm, B C 2 KN D lm 000 2 m--2m-2 m--2m-
- 4. For the beam shown, find the reactions at the supports and plot the shear-force and bending moment diagrams. Label the diagrams properly and provide values at all key points. y 400 lbf Hinge A B AC R₁ 4 in 4 in 2 in 40 lbf/in R2 10 in D R3 -X1. For the beam shown, find the reactions at the supports and plot the shear-force and bending moment diagrams. Label the diagrams properly and provide values at all key points. y O 300 TR₁ A 8 kN 900 B 6 kN 300 C TR₂ XDraw the Shear force diagram & Bending moment diagram for the cantilever beam as shown in figure, mark the salient points in the diagram. Neglect the self-weight of the beam, where F1 =30 N, F2=60N, F3 =60 N, F4 =80N, a =3 m, b=1 m, c=5 m, d=4 m The reaction at the fixed support "A" (unit in N)=_____________ Answer for part 1 (ii) Shear force at the point "A" (Unit in N) = ________ Answer for part 2 (iii) Shear force at the point "B" (Unit in N) = ________ Answer for part 3 (iv) Shear force at the point "C" (Unit in N) = ________ Answer for part 4 (v) Shear force at the point "D" (Unit in N) = ________ Answer for part 5 (vi) Shear force at the point "E" (Unit in N) = ________ Answer for part 6 (vii) Bending moment at the point "E"(unit in Nm) = ________________ Answer for part 7 (viii) Bending moment at the point "D"(unit in Nm) = ________________ Answer for part 8 (ix) Bending moment at the point "C"(unit in Nm) = ________________ Answer for part 9 (x) Bending moment…