Determine the maximum shear (kN) in thegiven beam below. Support C settles by 4100 x 103 kNm2. Assume thatmm and El =%3Dthe reaction at C is the redundant reaction.Note: Use two (2) decimal places in thefinal answer.10 kN8 KN6 kN12 kN/mElElFB3.0 m4.0 m Vc3.0 m5.0 m3.0 m7.0 m11.0 m31.9650.6775.99none of the above

Answered: Image /qna-images/answer/05153fd8-8e7d-4ddf-8e4d-1bc59dbe9ed4.jpg

Answered: Determine the maximum shear (kN) in the…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Determine the reactions at node 1 using finite element method. You must use one beam element only that has 2 nodes and each node has 2 degrees of freedom (transverse displacement and rotation). Given that I = 8.33 x 10-6 m4 , A = 0.01 m2, a = L/5, b= 2L/3, E = 200 GPa, L = 2 m, F = 10 kN and M = 5 kN.m,
A hollow aluminium shaft of 80 mm outer diameter & 60 mm inner diameter is rotating @ 5 Hz when constant 120 KW is applied. Use the following: G(alum)=28 GPa, a=1.80 m, b=0.80m & L=2.60 m. Assumed that the angle of twist is constant. The torque "T1" developed at left fixed support at a is ___KN-m A 3.82 B 1.18 2.64 0.48 5.03 E
Find the reaction forces at A and B
3 Decimal Places 15. Use Method of Consistent of Consistent Deformation to solve the horizontal reaction at D in kN of the truss system below. Assume A = 1200 mm2, E = 200 GPa. Use a and b from the previous problem. Enter absolute value only. Thank you!
For a = 1.5m, determine the reactions at pin A and roller B. 1800 N/m A 4 m Solution: • There are two distributed loads acting on the beam, left and right. Replace them with equivalent concentrated loads respectively: 1. The distributed load on the left part of the beam is equivalent to F₁: o Magnitude of it: F₁ = N; o Location of it: x₁ = m to the right of A; 2. The distributed load on the right part of the beam is equivalent to F2: o Magnitude of it: F2 = N; o Location of it: X₂ = 600 N/m B 1. Reactions on A: 2 Reactions on R • The two supports are replaced by corresponding reactions: → m to the right of A;
Use x = 137 y = 37 a = 6 b = 8 c = 1
10. Determine the reaction at the roller support and draw the bending moment diagram for the beam and loading shown. The beam is W310X21 with E=190GPa and L=6m and load density of 2000N/m A DIOO ·L/2 L/2- IC -L12- B
The steel shaft is formed by attaching a hollow shaft o a solid shaft. Determine the maximum torque T that can be applied to the ends of the shaft without exceeding a shear stress of 70 MPa or ana angle of twist of 2.5° in he 3.5-m length. Use G = 83 GPa for steel. T ANS: T = 4.00 KN-m 100 mm 2 m 70 mm 70 mm 1.5 m 6
What is the maximum positive moment for the beam shown? Use the method of consistent deformations. Select the reaction at the roller support to be the redundent 75 kN m 120 kN B 6 m 6m El = constant O a 107 4 k ft Ob. 670.8 k.ft O C 252.7 k-ft O d. 303.0 k ft
05 A steel shaft ABC of 50 mm diameter as shown in figure is driven at A by a motor that transmits 50 kW to the shaft at 10 Hz. The gears at B and C remove 30 kW and 20 kW respectively. Compute the maximum shear stress in the shaft and the angle of twist between the ends A and C. (Take G= 80 GPa) Motor A 1.0 m-1.2 m 50 mm B C
The 480-kg uniform beam is subjected to the three external loads shown. Compute the reactions at the support point O. The x-y plane is vertical. Positive values are to the right, up, and counterclockwise. y 39 4.3 kN 23 kN-m A B - - C 2.6 kN + 1.2 m 2.0 m 2.0 m Answers: Ox = i kN i kN Mo = i kN-m
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