1.8 m5.Determine the reactions at the supportAParabola900 N/m300 N/m6.Determine the reactions at the supports8KN/mHokalm1SOKN6oklm3M7.A light rod AD is supported by frictionless pegs at Band Cand rests against africtionless wall at A. A vertical 240-lb force is applied at D. Determine the reactions atA. [15]240lb 1. Determine the reactions at the supports80KN120KN1 30KN2m2. Determine the reactions at the support6KN/m18KN12kNm13KN/mIm3.This simply supported beam has a composite distribute load (rectangular andparabolic) of 42KN /m. Detemine the reaction forces.Sm4. For the beam below determine (a) the distance a for which wA =17 kN/m, (b) thecorresponding value of wB.24 kN30 kNa-0.6 mn0.3 mB1.8 m5.Determine the reactions at the supportAVertexParabola900 N/m300 N/m6m6.Determine the reactions at the supports8KN/mHokalm|5OKN6okalm3m7.A light rod AD is supported by frictionless pegs at Band Cand rests against africtionless wall at A. A vertical 240-lb force is applied at D. Determine the reactions atA. [15]

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Answered: A 5.Determine the reactions at the…

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Mechanical Engineering

A 5.Determine the reactions at the support Vertex Parabola 900 Nm 300 N/m .6m

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter10: Statically Indeterminate Beams

Section: Chapter Questions

Problem 10.4.19P: A triangularly distributed 1oad with a maximum intensity of q0= 10 lb/ft acts on propped cantilever...

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Question

1.8 m
5.Determine the reactions at the support
A
Parabola
900 N/m
300 N/m
6.Determine the reactions at the supports
8KN/m
Hokalm
1SOKN
6oklm
3M
7.A light rod AD is supported by frictionless pegs at Band Cand rests against a
frictionless wall at A. A vertical 240-lb force is applied at D. Determine the reactions at
A. [15]
240lb

1. Determine the reactions at the supports
80KN
120KN
1 30KN
2m
2. Determine the reactions at the support
6KN/m
18KN
12kNm
13KN/m
Im
3.This simply supported beam has a composite distribute load (rectangular and
parabolic) of 42KN /m. Detemine the reaction forces.
Sm
4. For the beam below determine (a) the distance a for which wA =17 kN/m, (b) the
corresponding value of wB.
24 kN
30 kN
a-0.6 mn
0.3 m
B
1.8 m
5.Determine the reactions at the support
A
Vertex
Parabola
900 N/m
300 N/m
6m
6.Determine the reactions at the supports
8KN/m
Hokalm
|5OKN
6okalm
3m
7.A light rod AD is supported by frictionless pegs at Band Cand rests against a
frictionless wall at A. A vertical 240-lb force is applied at D. Determine the reactions at
A. [15]

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