1. Determine the resultant internal loadings acting on the cross-section at C of thesimply supported beam shown below.100Kx/m175KNH-3m-4-2m-2. Three rigid rods are pin-connected as shown. Determine the strain undergone bythe rod BC (ie., Enc) when a vertical force P is applied. A and E for three rods aresame and constant.LA, E= constant forall 3 rodsLITLL= Length of each you3. The bar has a cross-sectional area of A and modulus of clasticity, E. If it issubjected to a distributed axial loading that increases linearly from w=0 at x-0to Wo at x = L, determine the axial displacement of point B and C. Alsodetermine the expression for in section AB.Wo-A,E= Constantx

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Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

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Problem 1.1MA

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3. If w=30 kN/m and L=10m, the cross section is made-up of two I-beams shown, determine the following: a. Maximum Moment if an additional 50 kN concentrated load is acting at 2 m from the right support. b. Moment of Inertia of the section about its neutral axis c. Maximum Bending stress if an additional 50 kN concentrated load is acting at 2 m from the right support. 210 mm 24 mm 15 mm 230 mm A B 24 mm
indicate the answer in kN
Determine the value of Q of the Transverse Shear Stress formula [T = (VQ)/(It)] at the point of vertical height 12 mm from x-axis in mm for the cross section shown in Figure 5.2a. Given B = 120 mm, D = 120 mm, tf = 75 mm, tw = 15 mm and location of centroid from x-axis = 74.674 mm. - B Figure 5.2a
Q2(a) An I-beam with varying distributed loadings is shown in Figure 2(a). Solve for the equivalent resultant force, and replace the distributed loading by specifying the resultant force location measured from point O. i. Sketch the free body diagram of the relocated resultant force from point O and the support reactions at O and B. ii. iii. Solve for the reaction forces at support A and B. 200 N/m 4 m 3 m Figure Q2(a) (b) Figure Q2(b) shows three smooth journal bearings at A, B, and C with four external loads. i. Sketch the FBD for all forces and reactions along rod ABC. ii. Solve the support reactions at all journal bearings collar A, B, and C. 900 N 600 N 450 N 0.6 m 0.9 m 0.6 m B. 0.9 m 0.9 m 0.9 m y 500 N 0.9 m Figure Q2(b)
3. For a beam shown below in Fig. 3. Answer questions a-e, given in the box below the space. 50KN 20 kN. m 80° 20 kN. m B. •C 5 m 6 m Fig. 3
3. The beam is made of steel that has an allowable stress of oallow = 40 ksi. Determine the largest internal moment the beam can resist if the moment is applied (a) about the z axis, (b) about the y axis. 3 in 0.25 in. 0.25 in. 3 in. 3 in. 3 in. 10.25 in.
Determine the ff: •Internal bending moment at point c •internal shear force at point c •internal normal force at point c Asap please.
Problem 4: Determine the minimum height h of the beam shown in Fig. if the flexural stress exceed 20 MPa. 5 KN I= bh² 2 m mg. 2.5 kN/m ↑ Rislo 80 mm 1m ↓ 3m R₂
Replace the loading by an equivalent resultant force and specify its location on the beam, measured from point B. Given: N Wj = 12000 m W2 N w2 = 7500 a = 4 m b = 3 m 1D find FCR) ? N 2) Find + nea suye to the right from point ß to Ahe lett from point B meagure メ
If Mz = 200 kip-ft, find the magnitude of the bending stress at a point H. For the beam cross section, assume a = 7 in. b = 10 in. d = 26 in. r = 3.5 in. The centroid of the cross section is located 11.96 in. below the uppermost surface of the beam. The moment of inertia about the z axis is 12903 in.4.
Do you know what the answer would be and how to solve for it?
Q2) Determine the reaction at A due to the uniform loading and the applied moment as shown in figure (2)? 2 kN/m 12 kN m Figure (2) 3 m -3 m

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1. Determine the resultant internal loadings acting on the cross-section at C of the simply supported beam shown below. 100Kx/m 75KN 3m-4-2m-