steel pipe (1) is attached to an aluminum pipe (2) at flange B. The pipes are attached to rigid supports at A and C, respectively 18 m 14 m Member (a) has a cross-sectional area A,-3,600 mm2, an elastic modul as a cross-sectional area A 3,600 mm2, an elastic modulus E-200 GPa, and an allowable has a cross-sectional area A2 2,o00 mm2, an elastie modulus E-70 GPa, and an allowable normal stress of 120 MPa. Determine the maximum load Pthat can be applied to fange B without exceeding either allowable stress

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A: To find greatest axial load P  Ebr=101GPa Est=193GPa

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Q: NS 5 ft iG B 920 lb 1145 lb 1760 lb -20 ft20 ft 20 t 20 -20120 t-

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Q: Q.1: Use LRFD method to design member (BD) in truss shown to carry the load shown in figure, use…

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A: Given, WT205 x 30 section Length = 8.8 m or 8800 mm

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A: We will employ method of joint to every joint untill we find the member having compressive force of…

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A:

Q: Method Joints 5th Det.: a- Reactims ©A ard B 6-toce m rembers H, FH, GE, GD, ID and tE ldentify f…

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A: Data Given: w = 1800 lb/ft σs = 54 ksia = 15 ftb = 30 in.c = 7 ft.fy = 36 ksiFOS = 2.5 Asked:…

Q: Is truss stable

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Q: How many Zero force members are there in the truss shown? B, F А E HL100 160 K LL 60

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Q: x Determin the design Compressive 2-5 Strength of the Coss-sectional CGolumn shown with unbraced…

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Q: Situation 11 An overhang beam is loaded as shown below. The beam cross-section was built by…

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Q: 3Identify the zero-force members in the truss 15 m 3KN Answer: 2m D FCB = 0 FCD = 0 FAE = 0 FDE = 0

A: Step 1: Solve for reactions. Step 2: Solve for member forces by jont metod.  I hope it will help you…

Q: 12 kN В - 4 m- + 2 m - 6 m.

A:

Q: Problem 1: The truss shown below is made of fiberglass member section and an axial strength of 14…

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Laws of Equilibrium

A body is said to be in equilibrium if the system of forces acting on the body tends to keep the body at rest, in other words, there is no translation motion or net torque on the body. Under such conditions, the equilibrium conditions are to be applied to analyze the condition. The branch of mechanics that deals with this condition is known as 'statics'. Under equilibrium, there are no net forces on the body.