10- -10'- 40 kips B 15' 20 D P10.32

Q: The bar below is subjected to uniaxial tension. Assuming that the bar material behaves elastically,…

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Q: A triangular distributed load of max intensity w =370 N/m acts on beam AB. The beam is supported by…

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Q: F1.5 m→–1.5 m→- 2.1 m A В D Pj = 400 kN 2.4 m P2 = 360 kN %3D F 0.6 m E

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Q: An equilateral triangular prism (SG = 2/3) is floating on water as shown. A side of the equilateral…

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Q: F2 -300 N F=700 N 60 M. =1500 Nm 2 m 3m or the above diagram, given that F, = 450 N, 8 = 30 degrees…

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Q: beam is loaded and supported as shown. (a) Use the double-integration method to determine the…

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Q: A beam AB bears the force as follows, and the flexural stiffness of the beam section is constant EI:…

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Q: Calculate the support reactions. 4m 2 kN/m 2m 10 kN ↓ 10 B

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Q: 3. Rigid member ABD is connected to elastic member CDE as shown. For the given loading, what are the…

A: Given E=70GPa A=100 mm2 To Find Vertical displacement at A and E

Q: 3. Rigid member ABD is connected to elastic member CDE as shown. Fo the given loading, what are the…

A: Given Data: E=70 GPa=70×103 N/mm2A=100 mm2CD=0.4m=0.4×1000=400 mm2DE=0.2=0.2×1000=200 mm2

Q: 8. A stress element dia is shown in fig. compute the normal. t shear stress on plane. Ar. (a) втрат…

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Q: Consider a cantilever beam shown in Figure 3 with the length 1, flexural rigidity EI, and an xtenal…

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Q: 8 kN/m B 4 m 2 m

A: Given:- UDL of 8 KN/m in acting on the whole beam To find: Deflection at point C From castigliano's…

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.