Using the area moment methods complete the following: E= 150 G Pa & I-65 x 100...
USING AREA-MOMENT METHOD Part I. Determine (a) all the reactions (b) max deflection and (c) slope at B. Use E=200GPa if it's not specified in the figure. I= 100(10)*mm P = WL El is constant. Ki-2m*2m *2m * 2m
calculate the slope at the midspan.Draw the M/El diagram by parts and neglect the weight of the beam. E 200 GPa & I = 129(10-6) m4. Using the Moment Area Methods complete the following: (a) Calculate the maximum deflection at the midspan (final answer must be in mm). (b) Calculate the slope at the midspan.
Problem 2: For the cantilever beam shown below, complete the following using the moment- area method Determine the values of Os, 0c, and va as functions of a, E, I, and Mo. Clearly indicate both magnitude and direction. Answer: -2M/EI clockwise a-Ma/EI clockwise v-2Moa/El down M.
Link BD is made of brass (E 105 GPa) and has a cross-sectional area of 240 mm2. Link CE is made of aluminium (E 72 GPa) and has a cross-sectional area of 300 mm2. Knowing that they support rigid member ABC, determine the maximum force P that can be applied vertically at point A if the deflection of A is not to exceed 0.36 mm. (Round the final answer to two decimal places.) 995 mm A 150 mm E 225...
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...
Q1. For the cantilever beam and loading shown with circular section of 60 mm diameter and E = 200 GPa, use Double Integration Method to determine the value of the first arbitrary constant C1. Unit of force must be in KN and unit of length must be in m. Express your answer in three decimal places. Q2. For the cantilever beam and loading shown with circular section of 60 mm diameter and E = 200 GPa, use Double Integration Method...
Hi could u be more clearly when u solve the question please and thanks for helping 5:53 PM unilearn.southwales.ac.uk 3 4G 2018 2019 NG2S230_EX1Mock Paper PartA (7 marks) (25 marks) Question 2 A small footpath bridge will be built over a segment of the river Taff. The bridge will span 15 metres. When testing the bridge, two loads of 150 kN were placed on it. One at 2 metres from the left support and another 3 m from the right...
I Solve any five of following questions (show all the necessary steps) and submit until August-01-2020 in PDF file format 1. Draw the shear and bending-moment diagrams for the beam and loading shown below and A B 400 mm 400 mm 250 mm 12 kN 8 KN If the shaft has a diameter of 6cm, Determine the A. Shear forces B. Moment of arms C. The absolute maximum Bending stress in the shaft. 2. Two solid cylindrical rods AB and...
P11.046 (Multistep) A W530 X 66 structural steel [E = 200 GPa) wide-flange shape is loaded and supported as shown in the figure. A uniformly distributed load of w = 66 kN/m is applied to the beam, causing the roller support at B to settle downward (i.e., displace downward) by d = 8 mm. Determine: (a) the reactions at supports A and B. (b) the maximum bending stress in the beam. Assume a = 5.5 m and b = 1.3...
Have I done part f) and g) correctly? PART A: Structures Questions Three (3) questions; Answer all questions; The questions carry the number of marks indicated; Total marks for Part A is 24. Answer the questions on this Examination Question Paper in the spaces provided. Nothing written on an answer booklet, on scrap paper or else where will be marked for Part A. Signs and units are an essential part of any answer. Some formulas and solutions of elastic curves...