9.89 Determine I, and Iy for the region shown. 90 mm 60 mm 90 mm Fig. P9.89
Q: *9–28. Locate the centroid i of the shaded area. 9–29. Locate the centroid ỹ of the shaded area.
A: Find area of shaded portion:A=∫0100y2dx-∫0100y2dxA=∫0100xdx-∫0100x2100dxA=121002-13001003A=1666.67…
Q: 2) Determine the moments of inertia for the cross- sectional area of the member about the x and y…
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Q: B-Determine the moment of inertia of the shaded area of the figure below about y axis only.
A: Moment of inertia of different section about Y axis: quarter circle OBD:IYY1=π×4416=50.265 m4Right…
Q: 6-50. Determine the radius of gyration of the shade area of Fig. P6-50 with respect to the x axis…
A: Given:- A figure is given with dimensions Radius of the circle (R1) = 3 in Radius of the…
Q: 9.21 and 9.22 Determine the polar moment of inertia and the polar radius of gyration of the shaded…
A: Please refer the attached image for complete solution. THANK YOU.
Q: 10-132 Determine the mixed second moment Ixy for the shaded area shown in Fig. P10-130. 20 mm y =…
A: Draw the following diagram for the given shaded region: The given equation of the curve is as…
Q: Determine the slope and deflection at point B of the beam shown by the direct integration method. 50…
A: Given data: E=70 GPaI=164×106 mm4
Q: Part (B) Determine the deflection at the free end of the beam shown in Fig. using conjugate beam…
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Q: Determine the centroid of the darkened region.
A: Divide the given area into 4 sections as follows:
Q: Determine the centeroid of the shaded area * ?shown in fig y 8 R= 1.5 5 4 个
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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: Determine the location of the centroid of rod. +15cm 20cm 40ст 35ст
A: - Let O be the origin and the centroid is calculated with respect of origin and thickness of rod be…
Q: Find for the moment of inertia of the region shown Fig. 9.19
A: Consider the given figure. Calculate the depth of the neutral axis of the given figure.…
Q: Determine the centeroid of the shaded area * ?shown in fig
A: Divide the whole area into five areasA1=area of rectangle=8×5=40m2 with local centroid (4,…
Q: 100 kN C 21
A: Given:- To find:- -End moments-Reaction calculation
Q: haded area shown in Fig. 7.24 with respect to the corner point O. Take x = 40 mm
A: Draw the diagram
Q: 6-51. Determine the moment of inertia of the shadei area of Fig. P6-51 with respect to the x axis.…
A: Draw FBD:
Q: 500 N 20° 50 Fig 1
A: As per guidelines we need to answer only first question so please repost rest question separately
Q: -11. In Fig. P 4-11, bodies A and B remain at rest on smooth planes. The weight of body A is 200 lb.…
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Q: 18 in 6 in 6 in 6 in a) Determine the coordinates of the centroid of the plane region. b) Determine…
A: The plane region is as shown
Q: 6-52. Determine the moment of inertia of the shaded area of Fig. P6-52 with respect to the y axis.…
A: Draw FBD:
Q: 7-82. The material distorts into the dashed position shown. Determine the average normal strains…
A: The figure is shown below,
Q: 3m 4.5m
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Q: 7.87 Can the uniform bar of weight W remain at rest in the position shown? = 0.6 60 30° Fig. P7.87
A: Show the free body diagram of uniform bar weight ABC as in Figure 1.
Q: Solve Problem 15.18 for the loading shown in Fig. P15.18 and a settlement of 6 mm at Support A 18…
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Q: Q3// Determine the moment of inertia of the shaded area about the centroid axis Ix. 2mm 5mm 1mm 5mm
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Q: Q1. Locate the centroid of the shaded area shown in the Figure (1). 3 m X. 9 m 12 m 10 m Figure (1)…
A: Data Given: Asked: Locate the centroid
Q: Q.No 6. a) Determine the horizontal deflection at joint E of the truss shown in Fig. due to a…
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Q: 3-35. Determine the x coordinate of the centroid of the shaded area in Fig. P3-35. 2" 3" 2" 3" 5"…
A: Centroid: The point at which the total area of the given figure is concentrated is known as…
Q: Calculate the position and magnitude (in terms of EI) of the maximum deflection in the beam shown in…
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Q: Q4/ Find the centroid of the shadeo area shown in figure below. 2
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Q: 4. The distances from the centroid of the shapes in Fig. (1.4) (1 &2) to X and Y axes, (y₁, x₁) are-…
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Q: YA 45 CM 20 CM 100 CM
A: This question is from basic of slod mechanics . Here a fig is given and radius of gyration is…
Q: The 6-cm-diameter 20°C water jet in Fig. P3.64 strikes a plate containing a hole of 4-cm diameter.…
A: step 1-
Q: Find the area of the region that lies inside the cardioid r=1+ cos 6 and outside the circle r= 1.
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Q: 1.2 cm 9.43 Determine the moments of inertia Ix and Iy of the area shown with respect to centroidal…
A: Given above figure we have to find Ix and Iy
Q: 16.23 Determine the member end moments and reactions for the frame in Fig. P16.23 for the loading…
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Q: |10 F2 = 160 N F1 = 110 N 15 Fig. 3
A: magnitude = 229.3 Ndirection(θ) = 54.230 explanation is given below
Q: Locate the centroid of the plate area shown in Figure. SN- 121 (SN/10) ft 1 ft 2 ft (MN/10) ft 1 ft
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Q: A BB-series Astromech Droid of mass 154 kg is suspended by the truss structure shown. The truss…
A: Given weight = 154 kg w = 3 m
Q: P412. 6' 9' 12' 30° 5200 lb FIG. P-413.
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Q: 9.44 Determine the moments of inertia Tx and Ty of the area shown with respect to centroidal axes…
A: Let 1 be bottom rectangle, 2 be middle rectangle, and 3 be top rectangle.…
Q: Locate the y centroid of the cross-sectional area of the built-up beam. 150 mm 150 mm 20 mm 200mm…
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Q: 1. Determine the centroid (y-bar) of the shaded area measured from the base: [ Select] 2. Determine…
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Q: Determine the moments of inertia Ix and Iy of the area shown with respect to centroidal axes…
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Q: y res 150 mm 60 mm 150 mm Fig 2 x'- 250 mm 30 mm 30 mm
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- 2. (a). Obtain the total elongation of a steel bar of cross-sectional Area 1250mm2 acted upon by forces indicated in the diagram below. E-205,000N/mm2 15N- 5N 20N 40N 15N 1.5m 1.5m 3m Im TAt man Im 12. 5omxPROBLEM 2 This force-couple system is to be replaced by an equivalent system consisting of the following: a couple moment Mx, and a single force, Rc acting at C. Draw the diagram for the equivalent system and determine Mx and Rc. В A 100N 80N Thislis not your 110N-m 50N 150N do not use ir in tradoraeto 50N were your Wn. 130 N D C 180N-m 12° 30N this is hor voter own property so da not use i any way as if it wele Tour own. 1m团 の image.jpg > B00 Deker mine the magni nde mnd direction 200 of the resultant +300 of the four forces shown in the higure. 420 500 Determine the moment a bout Point as Shown
- Fig(3-13a) shows a steel rod with variable cross-section subjected to a central force. Find the total elongation of the rod if E=207GPa and the area of each cross-section is as indicated on the Fig. D с B A 806.5mm² 53KN 3226mm2 26.7KN 161.3 mm² 8.9kN -a- 2.13m 1.52m 0.61mfind the foree in members DF, DG , EG. B 20N lom H E ION 15N 10N lom lom 10mKk.323.
- Q:Analyze all the guns in trusses 6mm You 3mm 3mm C 3mm 1320kn R D 3mm 2640kn K E20 V R, Ra Rg Ra In Is FIND I4 IT Is Is AMAA.) CREATE A SHEAR DIAGRAM BY AREA MOMENT AND BY PARTS B.) CREATE A M/EI DIAGRAM BY AREA MOMENT AND BY PARTS ITEM 1.0 25 kN/m A D В C- -3 m-- --10 m- -4 m-| EI = constant E = 200 GPa I = 500(106) mm4
- Z=77KN. IV onlyHomework H.W1: Determine the design moment strength for each of the following A) f = 25 MPa fy = 420 MPa %3D 70 mm 520 mm 540 mm S425 300 mm 2 m 2 m3. Determinethe deflection at the midspanof the continuous beam shownby using Three MomentEquation 30 KN/m A D В - 10 m 10 m -10 m E = constant E = 200 GPa I = 700 (106) mm4