Problem 1
Sigma xy = 1.19 ksi, Sigma xz = -4.17 ksi
Problem 1 Sigma xy = 1.19 ksi, Sigma xz = -4.17 ksi If P-30k, find the...
IR 2 2. (20 pts.) The below beam is loaded by three different loads as shown. The cross-section of the beams consists of a t-shped member whose dimensions are shown below. The centroid of the cross-section is located at 8 inches from the base of the cross- section and the moment of inertia of the cross-section is 814 in 4 a) Draw the shear diagram for the beam. Submit that information through ELC. Label all points. b) determine the maximum...
Problem 2) Combined Loading (30 points) The structure shown has a diameter of 40 mm. The length dimensions are a 500 mm and d -100 mm. Using load magnitudes of P.-3000 N, 1000 N, and B-1500 N, determine the normal and shear-stresses in the structure at point H. (Point H is co-planar with the x-y plane.) The cross-sectional properties are A 1257 mm2 J = 251,327 mm" 1,-1,-125,664 mm4 emax -5333 mm3 Present your answers in the following stress tensor...
Tutorial TEXT Book Problem : Beam Selected questions will be assigned for homework during lecture. 1. For the beam loading of Figure 1, draw the complete shearing force and bending moment diagrams, and determine the bending moments at point A, B and C 200 N 800 N 400 N 600 N -0.3 m- 0.4 m 0.4 m 0.8 m A B 0.5 m0.2 ml- R2 0.9 m R Figure1 Draw the free body diagram of only the horizontal beam portion...
Problem. 1 Consider the simply supported beam in Fig. 1. We assume all loads as static (.e. does not change with time). The load density of the applied lond is represented by Eq 1, where (RMR) are reaction force and moment respectively at the support. W(I) = R<=>? +MR <= >-2-5<=> +5<:-> <!-4 -F<=-77-1 (1) Fig. 1: Problem. 1 1. Find the reactions at the support (1.6. (RM)) as a function of F (..R(F) and Mr(F)) 2. Find the deflection...
P /500 Problem 2) Combined Loading (30 points The structure shown has a diameter of 40 mm. The length 1800 dimensions are a = 500 mm and d = 100 mm. Using load magnitudes of Px = 3000 N, P, = 1000 N, and P, = 1500 N, determine the normal and shear stresses in the structure at point H. (Point H is co-planar with the x-y plane.) The cross-sectional properties are: H A = 1257 mm2 J = 251,327...
P9.047 GO Multipart Part 1 А box beam is fabricated from two plywood webs that are secured to dimension lumber boards at its top and bottom flanges. The beam supports a concentrated load of P-5000 lb at the center of a span of length L 12 ft. The cross section dimensions are shown where h1 = 17 in h2 4.5 in, b1 3.0 in, and b2-1.00 in. Bolts %-in. diameter) connect the plywood webs and the lumber flanges at a...