A circular beam carries a concentratedand a distributed load as shown in thefigure. Determine the followingunknowns if the modulus of elasticity is50GPA and the maximum shear is1120.6kN.Let, P=180KN, a=2m, b-1m and c=3m;Also, DON'T FORGET TO TYPE DOWNTHE CORRECT UNITS (IF NEEDED)5w2wAB Determine the value of "w".kN/mIf the deflection at the free end (leftmostpart of the beam) is equal to58.847191560268mm, Determine theradius of the cross-section of thecircular beam.Determine the slope at the free end ofthe beam (in degrees).

An overhanging beam is one in which the terminal portion of the beam extends beyond the support.…

Answered: A circular beam carries a concentrated…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Consider the beam in the figure below. Take w = 4 kip/ft and P = 12 kip. Point E is just to the left of the 12-kip load A) Determine the magnitude of the resultant internal normal force in the beam at cross-section through point E. B) Determine the magnitude of the resultant internal shear force in the beam at cross-section through point E. C) Determine the magnitude of the resultant internal bending moment in the beam at cross-section through point E.
Draw the shear force diagram for the following beam
A simply supported wooden I beam AB (shown below) is loaded by the distributed force q-18 kN/m. If the length of the beam is L-1.4 m, and the dimension of the beam are h 254 mm, b- 143 mm, and t-1-51 mm. Determine the maximum transverse shear stress in the beam. Give your answer in MPa to 3 decimal places B 2IN NEZ
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From the given figure below, determine the minimum width of the beam if the flexural stress is not to exceed 150MPa. Assume height of beam is 300mm. 40KN k pº RB=320kN 280KN 2M 65100/m -40kN -BOKNM 4m 20KN 도 20KN qu 520 kNm RD = 260KN V-DIAG -260kN M-DIAG
The Cantilever beam in Fig. 5, has a circular cross section (diameter-100 mm) (a)find the shear stress in the beam in points (a,b.c.d and e) due to applied the uniform load 3 kN/m and the torque 4kN.m. (2) Sketch the shear stress distribution over the cross section. Dia 100 mm B. 3 kN/m 4 kN.m C. 4 m 1 m Fig
Consider the beam in the picture below: 7kN/m 5kN/m P N/m Section 1 Section 2 Section 3 - L/3 L/3 L/3 %3D Take P = the last four digits of your student number in N/m. If P<250 N/m then take P = 30OON/m instead. Take L = the third digit of your student number, reading left to reight. If this value is zero then take L = 2 Assume: The reaction at the Pin = V pin 47000L+9PL )N 54 The reaction at the Roller = Vroller = 61000L+9PL 54 and that both reactions act vertically upwards. a) Find an expression for the internal moment for Section 1. Show all working and any relevant free body diagrams. b) What is the maximum magnitude of the internal moment for Section 1? Mark sure you prove that the value you calculate is the maximum. c) Find an expression for the internal moment for Section 2. Show all working and any relevant free body diagrams. d) What is the maximum magnitude of the internal moment for Section 2? Mark sure you prove that the value you calculate is the maximum. e) Find an…
A wood beam carries the loading shown in the figure. calculate the magnitude of the bending stress (in Pa) at a point 23 mm from the top of the beam on a section 3.15 m from A if P = 4600 N, W = 1890 N/m, a = 0.81 m, b = 1.79 m, c = 1.11 m, L = 61 mm and h = 164 mm. Round off the final answer to two decimal places.
The beam AB shown in the figure supportsa uniform load of intensity 3000 N/m acting over halfthe length of the beam. The beam rests on a foundationthat produces a uniformly distributed load overthe entire length.(a) Draw the shear-force and bending-momentdiagrams for this beam.(b) Repeat part (a) for the distributed load variationshown in Fig. b.
2a) a uniformly distributed load beam has a cross-sectional area as shown in Figure 2(a) i. Illustrate the shear force and bending moment diagram for the beam ii. Determine the maximum shear stress in beam 30KN 2 m 50 kN/m A C 380 mn 400 mm 10 mm 3 m 6 m 250 mm Figure 2(a)

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A circular beam carries a concentrated and a distributed load as shown in the figure. Determine the following unknowns if the modulus of elasticity is 50GPA and the maximum shear is 1120.6kN. Let, P-180KN, a=2m, b31m and c=3m; Also, DON'T FORGET TO TYPE DOWN THE CORRECT UNITS (IF NEEDED) 5w 2w