Problem 5 (20 %) The beam below was loaded with uniform load of 3kip/ft. Using the Muller-Breslau principle draw the influence lines for bending moment at critical points G and just right of B, considering a unit moving load. (G is located at the mid-span of AB). Calculate the maximum magnitude bending moment at B and at G if a) the uniform load of 3kip/ft is live and b) the uniform load of 3kip/ft is dead. NOTE: Dead loads are...
Q.3 (15 pts) For the beam shown below draw the influence line for Rc, Rp. VB, and Mg using either the equilibrium method or the Muller-Breslau principle. Use the influence line for MB to compute the absolute maximum and absolute minimum bending moment produced at B due to a uniformly distributed live load of 10 k/ft that may or may not be present anywhere on the beam. Use the influence line for Veto compute the absolute maximum shear force produced...
Consider the given beam and loading 4 kips/ft В A С D -5 ft -- 2 ft 8 kips 2 ft $ kips References eBook & Resources Difficulty: Medium Section Break Note: This question will not be automatically graded. It will be sent to your instructor for review 12. value 10.00 points Draw the shear and bending-moment diagrams for the beam and loading shown.
Problem 3 (30 points). The beam shown below has an internal hinge at point C: (a) [10 points] Draw the influence line for the reaction at B, RB. (b) [10 points] Draw the influence line for the moment at E, Mg. (C) [10 points] Determine the maximum bending moment generated by the moving truck load shown below. 20 k 20 k 5k B A с D 5 ft 5 ft E 5 ft 5 ft 10 ft 10 ft
Problem 1: Given: The beam with a concentrated load shown below. a 10 ft, b 15 ft. Find: Draw the internal shear force and bending moment diagrams. Use the standard sign convention. Draw clear, complete and accurate Free Body Diagrams! 5 k Problem 1: Given: The beam with a concentrated load shown below. a 10 ft, b 15 ft. Find: Draw the internal shear force and bending moment diagrams. Use the standard sign convention. Draw clear, complete and accurate Free...
4 k B Elpc 12 ft ElAB 24 ft The statically determinate rigidly connected frame has a pin support at point A and a roller support at point C. The frame is subjected to a point load at point B. The frame is rigidly con- nected at point B. If the bending stiffness of column AB is 40,000 k-ft? and the bending stiffness for beam BC is 60,000 k-ft, find: 1. (5%) The bending moment diagram for the frame. Show...
CE 160 Problem 1(15% 4 k B 12 ft AR 24 ft The statically determinate rigidly connected frame has a pin support at point A and a roller support at point C. The frame is subjected to a point load at point B. The frame is rigidly con- nected at point B. If the bending stiffness of column AB is 40,000 k-ft and the bending stiffness for beam BC is 60,000 k-ft, find: I. (596) The bending moment diagram for...
F M E B. А k 0.5 ft+0.5 ft+0.5 ft + A is a pin, B is a roller support. The beam weighs 50 lbs. Its center of gravity is located in the middle of segment BC Point E is located in the middle of segment AC. M is a couple (moment) applied at point C equal to 1430 lb.ft F= 242 lb a=16 deg Calculate the internal normal force, shear force and bending moment at point E in Ibs....
3 ft, 3 ft 3 ft Problem 3. The beam is supported by a pin at point B and a roller at point E. A distributed load q = 1 kip/ft is applied across AC, and a point load P = 5 kips and counter-clockwise moment M = 9 kips . ft are applied at point D. Determine the reactions at the supports, and draw the shear and bending moment diagrams.
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...