W2 W1 A L2 L3 20 + [A* D] KN W1 = 30 + [ B* c ] kN /m W 2 = + [ c * D] KN /m L1 = 1 + Am 5 + DM L3 ミ a + B m

Q: A cord is tied to a pail of water, and the pail is swung in a vertical circle with radius 1.4m.…

A: Radius R= 1.4m

Q: A cantilever beam has a span of 4.4 m. The beam carries a uniform service dead load w = 24.49 kN/m…

A:

Q: F1 lb F2 lb/ft F3 Ib/ft B D E 3 ft 6 ft 9 ft 3 ft 9 ft F1 = 12, F2 = 15, F3 = 21 3.

A:

Q: 5. Draw the FDBS of member ADB and BEC 1m 1m В E 1 m D 1.6 m A

A:

Q: A 22.5 lb/ft ↓↓ 5.0 ft C 250 lb B 0.617 in. 2.269 in. Ⓡ -3.0 ft-

A: given- a cantilever beam  carrying UDL and concentrated load and having maximum tensile stress 4ksi…

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A:

Q: Draw The plan and Find TF and FF?? Activi Depends on Dura ES EF LS LF TF FF A 4 ------- B А 2 В.F…

A:

Q: نقطة واحدة Control volume boundary 1-2- 2 200 mm diam Water v² Pz P₂ + 2g Y Which equation is true?…

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Q: Assume F₁ = 13 kips, F₂ = 8 kips, F3 = 5 kips. A H 10' G B F₁ 10' F F₂ 10' E D 10' F,

A:

Q: df ff) =. =-arc cot 5x then is equal to dx I+ 25x2 1+25x2 1+5x2 1+5x2 aining

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Q: 3x-4 if-3sxS4 If f(x) = . , find: (a) f(0), (b) f(1), (c) f(4), and (d) f(5). x -4 if 4<x<5

A:

Q: As2 h

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Q: 5" 200 lbs. D. C 6" HINGE B A 10" D 3k 2 ft 3 15 E 4 ft 4 ft

A:

Q: 25 A P₁ 45 P2 no to 45 P2 25 P₁ 45 P2 E 6 panels @ 3.0 m = 18.0 m 43 P₂ K 25 P₁ 6.0 m

A: Solution: Here it is a symmetric section and the loadings also symmetrical. Hence it is enough to…

Q: W1 A L 1 L2 L3 20 + [A* D] KN W1 = 30 + [ B * c ] kN /m W 2 = + [c* D] 15 KN /m し1= 1 + A m 5 + D M…

A:

Q: Evaluate the function: S 4ny(6+ y³/2)dy о 24ту? — т у/2 + С O 12ry? + T y7/2 + C - 7 O 12ry³ + 3T…

A: To find: integration of given function

Q: FI F2 F2 F2 H. I. L2 C Fi :217.336N F2:449.399N Li:2:303 m Lz: 6.OS m

A:

Q: O 24,E 2 A,E 2 P 3 L. L

A: solution as the both the ends of the section is restrained so the displacement along x-directionwill…

Q: 7.5 m B 2.5 m 6m Sz S₁ 7m S3 Lift shaft 8m S₁ S5 S6 LL = 3 KPa Floor Finishes = 1.20 KPa fc'= 20.7…

A: Types of Slab : The two types of slabs which are considered while designing a structure are : One…

Q: culate ftop at the ends. (MPa), consider sign convention (- for compression, + f sion) 5 kN/m…

A: Width of Beam = 400mm Depth of Beam = 800mm Moment of Inertia of Beam = BD3/12…

Q: 2. Calculate the internal force in members CJ and DE. 2,400. Ibs 1,750. Ibs 10.00 ft 2,000. Ibs…

A: Consider the figure,

Q: L = 14 in. PA L = 16 in. ds da Ps d1= 2" d2= 2.375" d3= 2.25" d4= 2.5"

A:

Q: Determine (Y). D2 Y Q /sec L (m) D1 D2 130 0.8 6.5 0.25 D2 Y D1 + Hg-

A: Given information  Diameter ratio Discharge  Dwflection of manometric fluid. Discharge equation of…

Q: kN 20 kN 18 kN 4 kN/m A B C 2m 6m 2m 2m 4m one: 0.40 .0.60 -0.33 . 0.67

A:

Q: A cantilever beam has a span of 3.32 m. The beam carries a uniform service dead load w 23.28 kN/m…

A: We need to find out the service live load P

Q: y2 {2} y1 yo {0} x2 {1} レa x1 z2 z0,z10 TTTT base L1

A:

Q: 6 KN 6 KN 6 KN Im 3 kN 3 kN L6 m 2m 2m G 2m

A:

Q: F₁ F2 F3 A G 9 H H F D b B b b F₁ = 4kN F₂ = 6kN F3 = GKN a= 5.8m b=3.2m C = 4.8m d = 2.0m

A: Note: Hi! Thank you for the question As per the honour code, We’ll answer the first question since…

Q: -H=0.5 H = 0.2 - A 10 ft 40°

A:

Q: Q2: Determine (Y). D2 Y Q I/sec L (m) D1 D2 100 0.8 2.5 0.36 D2 Y D1 + Hg-

A: Given Q = 100 l/sec D2/D1 = 0.8 y/D2 = 2.5 and L = 0.36 m

Q: L i L2 La H2 D H1

A:

Q: 2 kN B 2 m C D 2 m 2 m As 4 kN G 3 m F E

A:

Q: tan 2x dx C3+ In Cos 2x)*

A:

Q: Q1: MO =s 400 lb F1 = 400 i F2 = -600 k F3 = 500 sin 45 i-500 cos 45 k r2=? 600 lb rg=? M- rjxF,,…

A: Given F1=400j F2=-600k F3=500sin45 i-500cos45 k

Q: 7.5 m B 2.5 m 6m 7m $3 Lift shaft 8m SA S5 S6 LL = 3 KPa Floor Finishes = 1.20 KPa fc'= 20.7 MPa…

A: Types of Slab : Two types of slabs which are considered while designing a structure are : One way…

Q: 6. L{2cost3t+ 5sin3t}

A:

Q: 5. Find the general solution for each of the following differial equations (a) 2- d²y dr² dy +5+ 3y…

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Q: H F 15 ft 30 ft A E Jo000 B D - 40 ft 40 ft- 40 ft 40 ft- 25 k 20 k Member Force Tension or…

A:

Q: 1.8 m 1.6 m 0.8 m T. Stop

A:

Q: Consider the floor plan shown in Figure P2.4.Compute the tributary areas for (a) floor beam B1,(b)…

A: The area is the center distance from the axis to the given area it gives an idea about the distance…

Q: Determine the reactions and draw the shear and bending moment diagrams for the frame shown in Fig.…

A: given figure is calculate fixed end…

Q: 1 kN 1 kN 1 kN B D 1 kN 2 m А 2 m H 2 m G 2m E F 2 m

A: first find the reactions    ∑Fy=0Ay+Ey=5KN∑MA=0-Eyx8+1x8+1x6+1x4+1x2=0Ey=2.5KN therefore Ay=2.5KN…

Q: A = 250 mm²- 300 mm 300 kN A = 400 mm²- 300 mm 600 kN 4.5 mm B B

A: Due to the external loads in the bars AC and CB, some deformation occurs in the bars. Let these…

Q: y TB Tp TE (1) (2) (3) (4) |A D L1 L2 L3 L4

A:

Q: 6 т 7 т 8 m LL = 3 KPa Floor Finishes = 1.20 KPa fc'= 20.7 MPa fs = 138 MPa Main 12 db, Temp 10 db…

A: DESIGN OF SLAB-1 Ly=17.00 Lx=16.50 Ly/Lx=1.03&lt;2 Hence it is two way slab. For continuous…

Q: 1- Show that O for the following equation in less than three steps only əx²əy3 f(x, y) = x² + 5xy+…

A: ∂w∂v = -8explanation is given in below step

Q: en the equation y² + x2 – xy – 3 = 0, determine y 2x-y x-2y 2y-a y-2x 2xy-y 2x-2y 1

A:

Q: 3. Solve dy/dx - cos x = cos x cot^2y show your solution a. 2y + sin 2y = -4 sinx + c b. 2y - sin…

A: The given differential equation dy/dx = cosx + cosxcot2y dy/dx = (1+ cot2y) cosx Now we can easily…

Q: tinuous lateral support. Blank 1 unbraced length of 10 ft with Cb = 1.0. Blank 2 unbraced length of…

A:

Q: 5. Draw the FDBS of member ADB and BE 1 m 1m B C E 1 m D 1.6 m

A: