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Q: 120m by 120m lot is to be divided into 9 equal square sections. The elevations of the ground surface…

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Q: i: 0.585c +0.672F +0.875T =0 į 0.677c-0.336F-0.437T–120 kN=0 k 0.446c +0.658F+0.211T =0

A: C=124.043 KN F= - 76.165 KN T=-24.437 KN

Q: Hwk 4-2.1: Find Ix 2" 2" 3" 1" 2"

A: Consider the given figure into 3 parts.Then the moment of inertis of entire figure is calculated by…

Q: FINO Ely MID WAY BETWEN THE SUPPOS 4KN

A: We have to determine the value of EIy at the midspan of the supports or in between the supports.

Q: -4'- Find noemel stres at pointA ?

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Q: 10.2 miles apar 897.8 gpd of wat elevation differm

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Q: if P=140 N and a=4m and b=2m and tetta= 33.7   find  F(EC) , F(ED), F(AB),F(AD)

A: Given  P=140 N and a=4m and b=2m and tetta= 33.7

Q: &. the triangle f focces and Draw F= 200N delermime the magnitude and directon f the 40 resultant…

A: The following figure shows the Triangle of the forces.

Q: 3 kipft B kip

A: solution  Ay = 5kips By= 35kips  After doing the rough calculations the bending moment diagram is…

Q: b) f(t) = 2 sin 3t cos 3ª c) f(t) = sinh %3D 3

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Q: 4kiPSIft 1oft Pin Yoller

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Q: Ø7/8 2 holas R 1.780+0.020 .0.000 0.375t0.002 -0.000 ROCKER ARM %3D

A: How to input units in such a way in Autocad.

Q: ONS B.S. H.I. F.S. LF.S. ELEVATIONS -a 1.24 234.51m 1.11 3.40 4.6 2.8 3.6 2.4 3.21 2.46 1.2 3.2 2.8…

A: Given profile levelling HI = elevation +   BS elevation = HI - FS or IFS given elevation of BM a =…

Q: y(V) – y = 0 1. y" – 10y' + 29y = 0 2. %3D

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Q: 8from (figure l), detenminethemomentabont Point A. 40kn 15m 150kn 421- kn 28 m 9okn

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Q: A square foundation is shown in Figure P4.12. Use FS = 6, and determine the size of the foundation.…

A: Given:- A square foundation is shown  The magnitude of the load acting on the foundation (P) = 450…

Q: 200N/n A f O B 1.5m 1.5 1.5 m

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Q: Obtáin thé šólütión d'y/dx? – dy/dx – 6 = 0 ;when x=0, y=0 and when x=1, y = e³

A: The given equation can be written as follows (D2-D)y =6Where D = ddx  auxiliary equation will be…

Q: Given: |Change in length of BE=0.00352a mm Area(BE)=150a mm? E Area(CF)=150a mm? E=200 GPa Required:…

A: To find the change in length of CF-

Q: F: 300 N 60 120 4S 45' F: S00N F: F, (-cos bo sin 45 i cos bocos 4sjt sin l6ok)

A: first of all take components on X-axis and note take negative sign when force component showing…

Q: 1- types of surveying according to instruments are - and - --- 2- 45° 45 15": 3- 0.75 rad grad…

A: 1. According to types of instruments used surveying is classified as plane table survey,…

Q: P. O(-PL^3)/48EI O (PL^3)/48EI O (PL^2)/16EI O (PL^2)/16EI

A: Maximum deflection of the beam  = PL^3/48EI

Q: 2.87 m 2.87 m 17.00 kN 17.00, kN 14.00KN/m Toucere to eet I I 4.10 m 4.10 m

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Q: St 3t 6t B 5m 5m 5m 3m 3m 3m 5m Ⓒ 1.6! 0 0.5 1 1.61 0.51 3t 42m

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Q: 250 1. Derive p=0.65+(8,-0.002)- 3 fc' 2. Derive P=0.858, and Pas and Poes 0.850, 8 fc'

A: Please find the below figure

Q: 12k 26' 12 LO 32' 10k A

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Q: 1.00in.- 1 2 R.625in. 2.00in. 3 .50in. -.625in.- -1.375in. - - 2.00in.-

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Q: y" +2y' + 5y = 3 sin 21

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Q: d/3 NA

A: given- depth of the section=dwidth of the section=bneutral section crosses mid way of the middle d/3…

Q: the level section data below. D 23.7 23.1 5.3 C 7.8 Station 1+200 12 C 7.8 23.7 12 CL C 5.3 0 C 7.4…

A: Since you have asked multiple question, we will solve the first question for you. If youwant any…

Q: A =? P= ? T= ? 17.0 m 7.0m 0.90 m 3.0m

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Q: Situation 5. Determine Ix amd ly. 12" 6" 12" r=4" 6"

A:

Q: uP IPU pra Zard.

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

Q: w IC A El a

A: Given data:

Q: peed of 150 fair is such tha 310 m/s, a C

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Q: 3) ỳ + 2ỳ – 3y = 3e¬*

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Q: 18(KN) 12 (kNim) O. . 1

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Q: t3 – 3t? + 5t – 8 5 sinh 3t + 4 cosh 3t

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Q: (a) OE = 0.036 rad (b) vc = 0.432 in.

A: Slope: - It is defined as the degree of inclination of a line from a reference line.

Q: 3 45 200 b00 Find Pot FiL assume i 8%

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

Q: 2m w.t. Cu 35 kN/m? Ye = 17.8 kn/m3 O' = 0° LL = 55, PL = 32 %3D Cu = 35 kN/m? Yi = 18.0 kn/m3 O' =…

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Q: dy = y*ze* , y(0) = dx

A: Given Equation  dydx=y3xex2 , y0=1 dy=y3xex2 dx dyy3=xex2dx Integrating both of the sides…

Q: 175kn 30 200N. A lom brint SEI

A: For a member to be in equilibrium following conditions must be fulfilled Sum of all the forces in…

Q: Qu Given d.(o.00l,0.05,0.3) (n ,Tizóc. Requened herght Capillarg Eise for water at 2oc, T5…

A: Using formula for capillary rise

Q: 4.2m SCHAIN A CHINGE) GATE 2600 1m

A: Using formula for center of pressure

Q: Oil RD = 0.8 Water 0.4m 0.2m

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Q: petermine atrers Area=D1o mm2 Farce =22S KN. %3D %D

A: Given data : Force (F)=225 KNArea (A)=10 mm2

Q: 50k Y/2 Y/2 Question: 11 An thod:

A: Given, w=3 k/ft X=Z=27.33 ft Y=25 ft

Q: 2) 5KN lokN 5KN im im

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Q: Find the dheay of trength & doil Cohesion =Sokpa =30° normal tress=140kea %3D

A: Cohesion, normal stress and angle of shear failure have been given and it has been asked to…

British Gravitational Bg System Of Units

Measuring is the comparison of a particular physical quantity with its reference value. A unit is a fixed physical quantity. The length is a physical quantity. A physical quantity is the product of a unit and the numerical value we need to compare with.