Using double integration method, determine the value of the slope at 4 m from beam. M=400 kN.m 150 kN -6m- 1100 kN -6m- A B.
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Q: Determine the slope at point A. El is constant with E = 200 GPa and I = 450x10ª mm". 50 kN/m 25 kN/m
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Q: Determine the slope at A in radian. Using Moment Area Method. Let P =38 kN. EI = 14220 kNm^2…
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A: AB=43m AC=8 m BC=4 mh2=tan60o=3h=23h=btan30o=2tan60ob3=23b=6 m ∑V=0⇒RA+RC=50…
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Q: 35kN/m 180 kN 15 kN/m -5 m- -5 m- 4 m El = constant E = 70 GPa I = 2,340 (10°) mm %3D
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Q: 1. Use moment-area method and determine the slope at A and C and displacement at B. E - 200 GPa, =…
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Q: Determine the slope at A and displacement at C. El is constant. 5 kN-m B -1.5 m- -1.5 m
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Q: Calculate the slope at C using ONE of these methods: double integration method, area-moment and…
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Q: Determine the slope at A and displacement at C. El is constant. 5 kN-m -1.5 m- -1.5 m-
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Q: Determine the slope at A and displacement at C. El is constant. 5 kN-m B -1.5 m- -1.5 m-
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Q: Calculate the slope at C using ONE of these methods: double integration method, area-moment and…
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- Determine the slope at A in radian. Using Moment Area Method. Let P =38 kN. EI = 14220 kNm^2 Round off the final answer to three decimal places.USE SLOPE DEFLECTION METHOD Determine the slope located at the roller support and the deflection 1 m left of the right support.Determine the slope at point A and the deflection at point C. El = 20000Kn/m^2. Use area method.
- Slope deflection method: compute for shear and momemt diagramUse Area moment method Determine the ff. 1.Maximum deflection 2.slope at point a and b 3.Maximum deflectionKnowing that L = 4 m, Concentrated load P = 15 kN and uniform distributed load w = 12 kN/m, determine the slope at C by Castigliano’s Theorem.(E= 200 GPa, I = 40x106 mm4)
- USE THE SLOPE DEFLECTION METHOD TO ANALYSE THE BEAM BELOW AND ALSO DRAW SFD AND BMD AND NET BENDING MOMENT DIAGRAMUse moment-area method and determine the slope at A and C and displacement at B. E = 200 GPa, I = 70 x 10⁶ mm⁴Using the ordinary method of slices, find the factor of safety with respect to sliding for the following case: ?=70° , α=30°, H=12m ,?=18.4 kN/m3 ,c’=20 kN/m2, ?’=20, n’=1
- Using slope deflection method. Determine fix-end moment at member AB, BC and moment at C.1. Determine the equations of slope and deflection. 2. Determine the slope and deflection at point 3m from point A. E =210 GPa. 100 | Cross section 6KN.m 2m B8KN 2 kN/m 2m T ) B8KN 2mCalculate the slope at C using ONE of these methods: double integration method, area-moment and conjugate beam method. Also, determine the deflection at C using EITHER virtual work method or Castigliano theorem method. Set P = 12 kN, w = 6 kN/m, support A is pin and support B is roller.