The Problem # 1: determinate beam shown is loaded with concentrated load at A = 30 KN. at C -50 KN. and a variable load of w=40 KN/m. Wo B C 30 KN 1 m 3 m 50 KN 2 m

Q: A cantilever R.C. beam is 280 mm x 500 mm deep and is reinforced with 4- 20 mm diam bars for…

A: Given Data: The dimension of the cantiliver R.C. beam is 280 mm×500 mm. The diameter of a bar is…

Q: From the given frame in figure bwlow, it is subjected to a lateral load of 80 kN at D. Using portal…

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Q: A cantilever beam 6−ft6−ft long is made of steel, with a T-shaped cross section as shown below. If…

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Q: Three wheel loads rolls as a unit across a 12-m span. The loads are A = 15 kN; B = 25 %3D kN, 2 m to…

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Q: 10 kN.m L/6 A C В L/3 2L/3

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Q: The beam AB can safely support internal shear forces of 30 kN ar bending moments of 58 kNm. Using…

A: The loading digram is shown below. Allowable shear force = 30 kN Allowable bending moment = 58 kN.m

Q: 2. Replace the distributed load by an equivalent resultant force and specify its location from point…

A: Given data:

Q: Ex (2): A E= 2 * 108 KN & 1=1 * 104 mª m² Required: Ac,v = 15 kN/m " 6 m ....mm eD= .........rad 150…

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