beam with negligible weight .(a) the slope at supports A and B. elastic curve for section...
Problem 4 (25 points) An overhang beam with negligible weight is loaded as shown. Knowing that the flexural rigidity of the beam is EI = 100 x 10 Nm?, (a) derive the elastic curve for section AB of the beam and (b) determine the slope at supports A and B. 10 KN 5 kN/m M 40 kN-m B 4 m - 2 m (a) V = (b) A = es =
Problem 4 (25 points) An overhang beam with negligible weight is loaded as shown. Knowing that the flexural rigidity of the beam is El = 100 x 106 Nm?, (a) derive the elastic curve for section AB of the beam and (b) determine the slope at supports A and B. 10 KN 5 kN/m А) M = 40 kN-m B. 4 m - 2 m (a) V= (b) өA = OB
Problem 4 (25 points) An overhang beam with negligible weight is loaded as shown. Knowing that the flexural rigidity of the beam is El = 100 x 106 Nm?, (a) derive the elastic curve for section AB of the beam and (b) determine the slope at supports A and B. 10 KN 5 kN/m А) M = 40 kN-m B. 4 m - 2 m (a) V= (b) өA = OB
An overhang beam with negligible weight is loaded as shown. Knowing that the flexural rigidity of the beam is El = 100 x 106 Nm?, (a) derive the elastic curve for section AB of the beam and (b) determine the slope at supports A and B. 10 KN 5 kN/m АР M = 40 kN-m B 4 m - 2 m (a) V = (b) ӨА = = Ob =
An overhang beam with negligible weight is loaded as shown. Knowing that the flexural rigidity of the beam is El = 100 x 106 Nm?, (a) derive the elastic curve for section AB of the beam and (b) determine the slope at supports A and B. 10 KN 5 kN/m АР M = 40 kN-m B 4 m - 2 m (a) V = (b) ӨА = = Ob =
(a) Find the equation of elastic curves (y) (b) The deflection at B (c) The slope at C of the beam. ( Given that EI = 100x10^6 Nm^2 ) 20kN/m 10kN/m 1m 1m
4) Beam AB has a distributed load as shown and rocker supports at A and B. If the weight of the beam is negligible, the force R (N) is most nearly BkN/m b) 12 c) 10 d) 24 e) None of these AaBbc I Normal AaBbc AaBbci AaBbcc Aabi Abel ABC 1 No Spaci. Heading 1 Heading 2 Title Subtitle Sube d) 19kN-m e) 32kN-m 4) Beam AB has a distributed load as shown and rocker supports at A and...
A continuous beam ABC shown in Figure 2 is fixed at A. Supports at B and C are rollers. A uniform distributed load 40kN/m is applied force acts downward on the span of BC as shown in Figure 2. The EI of the beam is over the span of AB and a 60kN constant (a) Determine the internal moments at A and B using the slope-deflection method [10 marks] (b) Draw the bending values of bending (c) Sketch the deformed...
Q5: Using force method, determine the reactions of the supports for the beam shown in Figure (5). Then draw shear and bending moment diagrams for the beam. EI is constant. Use conjugate beam method to determine deflections. I need it in 30min or 1 h 6 m 50 KN 200 kN.m 22 А В. С 9 m to 3m
Q2. A simply supported beam AB (Figure 2) supports a uniformly distributed load of q = 18kN/m and a concentrated load of P = 23kN at the centre. Consider length of the beam, L = 3m, Young's modulus, E = 200GPa and moment of inertial, I = 30 x 10 mm-. Assume the deflection of the beam can be expressed by elastic curve equations of the form: y(x) = Ax4 + Bx3 + Cx2 + Dx + E. 1) Sketch...