B 1.5 ft A. C E 3 kips 3 kips - 2 ft 2.

Q: 60kN/m ↓ ↓ لا لا 4m 回 Т 60 kN.m 40 kN/m 6m C 105 kN ☑ ✓ ✓ 3m 2m Ima

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Q: H.W/1..A 100-ft steel tape standardized at 68°F and supported throughout under a tension of 20 Ib…

A:

Q: Draw the load flow diagram for column C1

A: Data Given: Asked: Load flow diagram for column C1

Q: 4 kN/m 36 kN-m A B C E = 200 GPa ΕΙ 2EI AB = 10 mm- I = 150x106 mm² 4 m * 5 m Draw SFD, BMD,…

A: Step 1: Calculate the Reactions at the SupportsDetermine the vertical reactions at points B and…

Q: Maximum Deflection 5wL 384EI 7 ML² 0A = 9V/3EI ymas V3 ML OB 3EI Use CASTIGLIANO'S THEOREM to verify…

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Q: 60KN Com 190 KN B C 6th 15DKN 80KN 70 KN 15m Calculate the force in oumber DET EG

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Q: F |8 in. E 10 in. В C D 12 in, 12 in, 12 in.

A: Solution Es=29000 ksi= 29*106 psi d=1/16 inch P= 10 kips= 10000 lb

Q: 5' - 0″ Sym. ---- 1' - 0″ tut 5" 1' - 0

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Q: Fin x

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Bars

In civil engineering, bars refer to steel reinforcement bars or rebars. These are structural members primarily used for reinforcement purposes in masonry works. A bar is characterized by its cross-sectional area, which is negligible compared to its length. Bars are usually manufactured by steel which is uniform throughout the length, or by meshing multiple steel wires. Other materials of the bar include carbon steel, glass fiber, carbon fiber, and basalt fiber. The reinforcing bars are coated with epoxy resins and other materials to enhance some of their properties including corrosion resistance.