Determine the reaction at B for the loading on the beam shown below with L1 =1.7...
For the beam and loading shown (a) Determine the reactions at A. (b) Draw the shear and bending moment diagrams for the beam. 2 kN А c B 2 m 2 m 1 kN
For the beam and loading shown below, 3 kN 3 KN 1.8 kN/m SO mm B 300 mm D 1 - -1.5 m 1,5 m - 1.5 m Q2-PART@) Determine the reaction force at A = ? (in kN) Q2-PART(b) Determine the moment inertia along the horizontal neutral axis for the cross section of the beam = ? (in 106 mm) Q2-PARI(C) Determine the maximum normal stress due to bending on a transverse section at C = ? (in MPa)
L1(m)=1.5. L2(m)=1.5. w(kN/m)=3.
P(kN)=10. M(kNm)= 8. B(mm)= 12. D(mm)=18
Q 4. Draw SFD and BMD for the beam given below and determine the absolute maximum bending stress in the beam if it has a rectangular cross-section of width (B) and depth (D). [7 marks) w kN/m PKN M kNm A B E 4 22 L1 L2 L2
2) A beam supports the loading shown below. Determine the internal normal force, shear force and beading moment acting just to the left of point B and to the right of point C of the 8 kN force. 8 KN loknom A D oo 6 ) B C 2m 5m 1
For the beam and loading shown, determine the magnitude of the force F for which the vertical reactions at A and B are equal. With this value of F, compute the magnitude of the pin reaction at A. 5.2 kN/m F 3.1 kN/m 2.0 kN/m A B 2.2 m 2.5 kN/m 3.5 m 3.5 m 2.2 3.5 m - m 1.1 m Answers: F = kN A = kN
2) A beam supports the loading shown below. Determine the internal normal force, shear force and beading moment acting just to the left of point B and to the right of point Cof the 8 kN force. 8 KN loknom A D t 0 0 B C 5m
Q-3 For the beam and loading shown, determine (a) the slope at end A, (b) the deflection at point C. Use E = 200 GPa. I r 6.87, io'--' · '.g7s/o''-, 20 kN 12 kN/ w150 × 13.5 0.8 m 0.4 m im
2. For the beam and loading shown in the following figure: (a) find all the reaction forces, (b) draw the shear and bending moment diagrams and (c) determine the maximum absolute value of the shear and the bending moment. 25 kN m 40 kN 401N 0.61 1.S 0.6 m
Problem 2 Determine the reactions at the beam supports for the given loading. 3.5 kN/m 15 kNm 6 m In
A beam is subjected to distributed loading as shown in Figure Q4. (a) Determine the reaction at points B and C on the beam. (b) Give the expressions of the shear (V) and bending-moment (M) as functions of x in the whole beam and then draw their diagrams. (6 marks) (14 marks) 200 N/m -3 m- -4.5 m -3 m- Figure Q4