1. The cantilever beam AB of length L shown in Fig.(a carries a uniformly distributed load of int...
Can you please give me the whole solution for this question! Thanks 2. According to Newton's Law of Universal Gravitation, the gravitational force on an object of mass m that has been projected vertically upward from Earth's surface is F( is the objer s distan boe he urfac at time t, Ris Earth's radius, ngR (x+R)2 and g is the acceleration due to gravity. Also, by Newton's Second law, mgR2 (x +R)2 dv F = mal = m dt =...
Bachelor of Engineering Technology (Civil) Program School of Engineering, Design and Construction ENGINEERING MATHEMATICS 2 (BET 203) Assignment-: Differential equations Answer all questions showing your work very clearly Attach completed Assignment cover sheot Please note that class participation is compulsory for this Assessment Duc date: 2A 2019 (6.00 pm) late submissions will incur 10% of penalty each day it is late. All work produced must be neat and clear. Word processed is preferred. 1. The cantilever beam AB of length...
QI A cantilever steel beam of length L 7.5 m carries both a uniformly distributed load w of 20 kN/m throughout its length and a point load P of 10 kN at its free end, as shown in Figure QI (a). The beam is made from a rectangular hollow box section with a width of 300 mm and a depth of 450 mm (refer to Figure Q1 (b)). The wall thickness of the box section is constant throughout which is...
Q1 A cantilever steel beam of length L = 7.5 m carries both a uniformly distributed load w of 20 kN/m throughout its length and a point load P of 10 kN at its free end, as shown in Figure Q1 (a). The beam is made from a rectangular hollow box section with a width of 300 mm and a depth of 450 mm (refer to Figure Q1 (b)). The wall thickness of the box section is constant throughout which...
th L and carries loading such P.2.5 The cantilever beam shown in Fig. P.2.5 is rigidly fixed at Airy stress function relating to the problem is 40bc3 Find the loading boundary conditions. ni mattern corresponding to the function and check its validity with respeet to the stress function satisfies the biharmonic equation. The beam is a cantilever under a uniformly distributed load of intensity w/unit area with a self-equilibrating stress application given by ơ.-n(12c"y-20y3)/40bc3 at x-0. There is zero shear...
C5.2 The cantilever beam of length L has a rectangular cross section of constant width b. The height h of the beam varies as(h2 - h)(x/L)2. The magnitude of the uniformly distributed load is wo. Given L, b, hi, h2, and wo, construct an al gorithm to plot the maximum normal stress acting on the cross section as a function of x. (a) Run the algorithm with L 2 m, b 25 mm, h 30 mm, h2120 mm, and wo...
P=10 kN A cantilever beam is subiected to a concentrated force P, a uniformly distributed load w and a moment MI shown in the figure. Neglect the weight of the beam. (a) Draw the free body diagram for the beam showing all the 2 m reactions, replacing the support M.-2 kNm by the reaction forces/moments. (b) Use the equations of equilibrium to find the reaction forces/moments at R (c) Give the expression for the shear force, V- V(x), and the...
are not to be used to perform any calculus. x10 1. The simple supported beam ABC in Fig.(a) carries a distributed load of maximum intensity w, which includes. the weight of the beam, over its span of length L. Determine the maximum B displacement of the beam. L Equation of the elastic curve is given by the following differential equation R RC (al M-3-4 where M is the bending 12L d'v moment of the beam. It is also given that...
Strength of Materials IV 9.2-5 The defiuction curve for a cantilever beam AB (see fgure) is given b 120LEI Describe the load acting on the beam. 2 .3-6 Calculate the maximum deflection dma of a uniformly loaded simple beam if the span length L 5 2.0 m, the intensity of the uniform load g 5 2.0 kN/m, and the maximum bending stress s 5 60 MPa. rn X The cross section of the beam is square, and the material is...
Q1 A simply supported beam of length L = 10 m carries a uniformly distributed load w = of 10 kN/m, as shown in Figure Q1 (a). The beam is made from a I-section and the thickness for all the three rectangular members is of 10 mm. All other dimensions are illustrated in Figure Q1 (b). Self-weight of the beam is neglected. 300 mm w = 10 kN/m 300 mm L/4 L/2 L/4 300 mm Figure Q1 (a) Figure Q1...