Problem 2: i. For the cantilever beam (free at A and fixed at B) determine the...
4. Use singularity function method to solve the problem. The cantilever beam has modulus of elasticity E and bending moment of inertia I. (1) Draw the free body diagram of the beam (2pts). (2) Find the reactions at the supports (3pts). (3) Find the loading (intensity of load) of the beam in singularity function form (4 pts). (4) What is the vertical shear function like? (4pts) (5) Houw much is the moment? (4pts) (6) Express the elastic curve of the...
Chapter 10, Concept Question 058 Which boundary condition is true for this cantilever beam, where the origin is at A? 18 kips 200 kip-ft . B с 6 ft 9 ft deflection = 0 at x = 6 ft slope = 0 at x = 6 ft deflection O at x = 0 slope O at x = 15 ft slope = O at x = 0 Chapter 10, Concept Question 059 Which boundary condition is true for this cantilever...
For the cantilever beam and loading shown, determine the slope and deflection at point B. Use P 5 kN and E 200 GPa. (Round the final answers to two decimal places.) S100 X 11.5 0.75 m 0.5 m The slope at point B is The deflection at point B is x 10-3 rad. mm ↓
4. Determine the slope and deflection at end point C of the cantilever beam shown in the figure. Use E = 200 GPa, I = 10 x 106 mm 3 kN/m 2 kN.m A B 2 m 2 m
2.(49 points) The cantilever beam below is fixed at point B.Draw the shear and bending moment diagrams for the beam, and determine the location and absolute value of the maximum bending moment. 4 kN 3 kN/m 2 m
Problem 3: The statically indeterminate propped cantilever beam is supported by a roller at A and is fixed at B. The beam is subject a uniformly distributed load and concentrated moment as shown. E is 29000 ksi and 1 is 400 in Determine the equation of the moment as a function of x. b) a) Determine the equations of the beam slope and deflection as a functions ofx (do not substitute the values of E and I c) Find slope...
USE CONJUGATE BEAM METHOD: If the simple beam shown is changed into a cantilever beam with a fixed support at B and free end at A, determine the slope and deflection at A with the given triangular load unchanged. Use E=80GPa and I=50x106 mm4/. Final answers should be -0.081rad and 356.4mm 12 kN/m B 6 m
8. The cantilever beam in Figure Q8 subjects to concentrated loading. The cross section geometry gives the second moment of area / 100 x 10 m. The longitudinal geometry of the beam: a 2 m, b 1 m. The material of the beam: Young's modulus E 200 GPa. The loading: concentrated force P 10 KN. (a) Determine the reactions to the beam at the fixed end. (b) Determine the rotation angle at point x-a (c) (Determine the deflection at the...
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...
For the cantilever beam and loading shown, use the method of superposition to determine (a) the slope at point A, (b) the deflection at point A. Use E 200 GPa. Hint: Use the expression found in Problem 1 for the tri angular load. 120 kN/m W360 × 64 20 kN 2.1 m