5 kN/m 4m 5m 1m E = 200 GPa | = 1865 x 10° mm ent (El) equation: M(EI) = 8.75 (x) –5 [(x - 4)²] [(x – 9)²1 +5 %3D

Q: ermine the capillary rise (in m.) of a liquid (SG = 4.53) placed on a %3D capillary tube with 1.3-mm…

A: Given data : Contact angle θ=9∘ Diameter of capillary tube d=1.3 mm Specific gravity S.G=4.53…

Q: 155 kN 37 kN/m Hinge C A B 5 m -2.5 m 2.5 m- I= 1680x10°mm* I= 1260x10mm E = constant = 205 GPa

A: A loaded beam is shown in the figure and it has been asked to determine deflection at point D.…

Q: 8 m 3 m 3 m 6 m A 40 kN 50 kN 8 m D

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Q: 500KN 200mm 100mm 45° P

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Q: Find the general solution of y" - 3y' + 2y = 2e* %3D

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Q: In fig. , if L= 100 cm and the angle = * ?--- =25°, h Paim 4. 0.422 cm (O 0.422 m O

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Q: - the hydrometry weight is 0.015 N. 63 cm V-1.0 cm

A: Given:  Weight of hydrometer = .015 N  Volume of lower part of vessel = 1 cm3 Area of tube of vessel…

Q: 400 mm В 600 mm A 3 kN m 2 kN m

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Q: 35.6 kN 35.6 kN 71.2 kN 71.2 kN 5 m 35.6 kN 35.6 kN B -4 at 6.1 m= 20.4 m

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Q: 15 kN 10 kN 6 kN D E 0.4 kN/m 4 m 7 m 6 m 8 m

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Q: |60 kN | 40 kN 50 kN 16 kN | 4 kN/m D 20 kN 2 kN/m A E B C B +1.5 m1.5 m--1.5 m 2 m- - 4m-→- - 8 m 8…

A: The shear force diagram shows the variation of shear force along the length of the beam.  The shear…

Q: B) RA =, KN, R, =, KN/m 60 KN/m 55KN 175 KN 6.00 m R. 1.50 m 4.00 m.

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Q: 2 kN/m B. 5 m 6 m 3 m 4 kN/m 2 KN/m A Fig.2.27

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Q: 6. Find Ix, ly, radii of gyration and product of inertia. Ø200 Ø150 300 300 Ø50 50 50- 300

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Q: 80mm Q2/ 20mm 70mm IF : N.A. |= 15.52 mm* V=10 KN 160 mm 110mm Compute the shear at horizontal layer…

A: The shear stress at horizontal layer 20 mm apart from top with layer just in the flange is given by,…

Q: 10 kN 25 kN/m 30 kN/m 1.0m |1.0m 1.0m L.0m 3m

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Q: 15 kN/m 3 30 kN B 12 kN/m 3 m

A: First we will convert the UDL force of 15 kn/m into a point load. And then will differentiate the…

Q: 250 kN C. 6 m -3 m 3 m El constant E = 200 GPa = 462 (10) mm %3D

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Q: 120 kN 50 kN/m LA 4m 6m 10m

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Q: 20 kN m 5 KN 4 kN/m 6 m انا 6 m 6 m

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Q: 88 kN 2.1 m 43 kN/m 75 kN 75 kN 40 kN/m 73 kN-m 3 m Im 1.1 1.2 3 m Im 47 m

A: The continuous beam is loaded as shown in the above figure The support A is fixed B,D and C are…

Q: igure 4 Unknown Bearing 1391.17 m S75 48'E 667.46 m S68 06'W. 1035.79 m 1272.4! m Unkno Bearing…

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Q: 22.4 kN 20 kN 6 m 6 m 6 m 6 m 6 m 10 kN 20 kN 30 kN Figure P-354

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Q: 2 m 18 kN 2 m B 2 m A -36m-| Fig. P6.79

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Q: Analyze the structure below using Double Integration Method. 10KN/m 5KNM A 5m-

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Q: What is the Deflection at 2.5 m to the right of B in mm? Indicate the negative sign if the answer is…

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Q: What is the Deflection at 2.5 m to the right of B in mm? Indicate the negative sign if the answer is…

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Q: 50 kN в 3 m 25 kN 3m A 2 m 4 m

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Q: Q2) Determine the location of the centroid in the given figure. Y1 x and y required 4 m 3 m from…

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Q: Analyze the structure below using Double Integration Method. 10KN/m 5KNM A B 5m-

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Q: P(in kN) 180 KNm internal hinge 310 Nm 2.000 2 000 11m 4.000 7.000 7.500 3.500

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Q: Solve the following system of equations using the Gauss elimination method: 4a + 3b + 2c + d = 1 3a…

A: Using Gauss elimination method,

Q: 30,kN P, 20 kN T 40 kN 2 m A 2.5 m 3 mt 3 m3m3m4

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Q: 20 kN 40 kN/m -8 m 150 kN-m Prob. 7–55

A: Note: As you have nothing mentioned in this problem so, we are solving it for reaction at support A…

Q: 16 kN 8 kN 24 kN/m 16 kN/m E A 20 kNm B 1 m 2 m 4 m 2 m

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Q: 9 kN/m 10 kN B 4m + 2m - 3m 3m

A: GIVEN BEAM

Q: 180 KN 200 KN 550 KN/m 170 KN/m 7 m 3m 3 m 5 m

A: To find :- moment at A due to all Forces in kN.m

Q: What is the Deflection at 2.5 m to the right of B in mm? Indicate the negative sign if the answer is…

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Q: Analyze the structure below using Double Integration Method. 10KN/m 5KNM A B県 5m 盟

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Q: ope e asing doulole integietion

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Q: 26 kN 7 kN/ m 0.7 m. 0.6 m 3 0.8 m 12 kN/ m 0.4 m

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Q: 4m 3W 8m (kN/m) 2m

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Q: Using AMM, solve for: a. Y. (mm) b. ӨЕ (гad) P= 128 E = 200 GPa, I= 3.125x10° mm %3D P (kN) kN/m 75…

A: GIVEN  AMM means applied Macaulay's Method  yC is the deflection at point C  ϴE is the slope at…

Q: 80mm Q2/ 20mm 70mm IF : N.A |= 15.52 mm V=10 KN 160 mm 110mm Compute the shear at horizontal layer…

A: Moment of inertia(I)=15.52 mm4, Shear force(v)=10 kN, Web height(hw)=160 mm, Thickness of wen(tw)=20…

Q: 4 kN.m 4 kN.m A 4 m

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Q: 60 kN/m 4.5 m 2 3 B A 6 at 3 m = 18 ft 3 at 2.5 m = 7.5 m 45 kN/m

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Q: Example 4: Locate the centroid of the semi- elliptical area shown below. 1 ft 2 ft- -2 ft (a)

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Q: B Hd A gravity dam shown above have Height of Dam = 108 top width B = 12 height of water = 63 bottom…

A: We have assumed the length of dam to be 1 m.

Q: 10 kN/m |150 kN 4m 5m 1m 4m

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Q: 20 kN.m 2 kN/m A- 个个个 2m 4m 2m

A: