0 cos T0 do

Q: 00 0 021 0 043 0 25 0 1280

A:

Q: 1-) b. 1+j 1 Evaluate a. 1+j

A: Ans(a)  j2=-1 Divide by 1-j both sides 1-j1+j×1-j1-j (1-j)21-j2=1+j2-2j2=-2j2=-j

Q: S0ON so

A:

Q: 0o o o

A: GIVEN :- Load : P=70 kips F=35 kips l=15 feet Fultimate=58 kips Solution : Ultimate load is given by…

Q: 1. T show Dete can com Ans

A: Lamis theorm is used in the above Question Each force is proportional to the sine of the angle…

Q: (8) dm num princip 10) dm Find t nciple mom

A:

Q: س)1( : جد مقدار الزاوية التي تجعل قيمة المحصلة Ib 0 0 20 ، كذلك أحسب الزاوية )15 درجة ( التي تصنعها…

A:

Q: Please do Q1 carefully.

A: Given data: The velocity is, v1=12 mph. The acceleration due to gravity is, g=32.2 ft/s2. The datum…

Q: 45° lz Yo,

A:

Q: A=pi r^2, you forgot to divide the diameter by 2 before plugging it in

A:

Q: ne distance s rec

A: 478m

Q: Aheat pump with the COP of 2.1 supplies heat at the rate of 135 kJ/min. If a bar heater was used and…

A: Given:COP=2.1Qs=135 KJ/minCp=R2.50/KWhCo=200 cents off-peak

Q: A heat pump with the COP of 3.8 supplies heat at the rate of 289 kJ/min. If a bar heater was used…

A: Given:COP=3.8Qs=289 KJ/minCp=R2.50 KWhCo=200 cents

Q: | X2 F m

A:

Q: dy Solve the differential equation cos(z) dz

A:

Q: 11" D calcresource.com 8" 4 3 4

A: following is the solution

Q: 5 fy 30

A: For solution refer below images.

Q: 04 B 03 02 01 M F

A: Lami's Theorem : When three forces acting at a point are in equilibrium, then each force is…

Q: K.

A: For solution refer below image.

Q: H.W: Compute A.P.F. for H.C.P?

A:

Q: k=1.4

A: t=0.0535

Q: 2 Cot x 3 Isinx+1)(2Cosge-)=0 1)(2cOS以-1)

A: In this problem, we have to prove  sinx+12cosx-1=0   ...... (1)when cot2x=3

Q: 1*10 DeterMine f) from Modj char t?

A: Given :- Reynolds no. =72500 Relative pipe roughness= 0.001

Q: erature is 32 ASSUMPTIC

A: Given: m= 5 kg  T1  =1500 C  T2 = 3200 C

Q: Express the quantity 556.2 x 10^-12s in ms.

A: Physical quantity = Numerical value X unit Let N = Numerical value u = Unit

Q: If -10coswt + 4sinwt = Acos(wt+ø), where A>0 and -180° <ØS180°, find A and ø ANSWER: Blank 1, Blank…

A:

Q: with his maximum velocity until he f three decimal places.

A:

Q: 0.99 a

A:

Q: 0 = 0° A

A:

Q: 1(»L) b(=/L) \To tot

A: Fins are the projections protruding flow hot surface into ambient air and they meant for increasing…

Q: 25°C respecti

A:

Q: Q1: dy Find dx of xy = x + cot y

A: Question (1) is Solved here. For Other Question, Please Post Question again.

Q: Prove that Ox – Oy sin 20 + Try cos 20

A: Stress Transformation  The normal and shear stresses perpendicular and parallel to the joint must be…

Q: ᴛʜᴇ ᴀʟʟᴏᴡᴀʙʟᴇ ᴛᴇɴꜱɪʟᴇ ꜱᴛʀᴇꜱꜱ ꜰᴏʀ ᴀ ᴠ2 ʙᴏʟᴛ ᴏꜰ ᴛʜʀᴇᴀᴅ ʟᴇɴɢᴛʜ 7/32 ɪɴᴄʜᴇꜱ ɪꜱ 30000 ᴘꜱɪ. ᴛʜᴇ ᴀʟʟᴏᴡᴀʙʟᴇ…

A:

Q: 300 N 36 mm

A: We need to apply force equlibirium equation along the horizontal direction∑Fx=0Ax-C=0......consider…

Q: to kN S KN 5KN

A: To determine support reaction : We use three equilibrium condition : Take roller support as point B…

Q: m shownI nt 0, the

A: introduction: here we have to find out undamped natural frequency

Q: Evaluate the following expressions : ) Sec(Cos 1 )b) Sin1- Sin' (-1) c) Cos (-

A: given:

Q: r cos a 1- r sin a tan ø

A:

Q: Can you please do 5.67.   Thx

A: Draw the free body diagram.

Q: - where p' = Ap. %3D

A: Answer- Option a)

Q: ᴅᴇᴛᴇʀᴍɪɴᴇ ᴛʜᴇ ᴛʏᴘᴇ ᴏꜰ ꜰʟᴏᴡ ꜰʀᴏᴍ ᴀ 30ᴄᴍ ᴅɪᴀᴍᴇᴛᴇʀ ᴘɪᴘᴇ ᴡɪᴛʜ ᴡᴀᴛᴇʀ ꜰʟᴏᴡɪɴɢ ᴀᴛ 1.2ᴍ/ꜱ. ᴛʜᴇ ᴠɪꜱᴄᴏꜱɪᴛʏ ᴏꜰ…

A: The solution is attached below:    To determine type of flow first we need to determine the Reynolds…

Q: n or equal to u*N

A: The value of dynamic friction is less than the static friction. So force required in dynamic…

Q: In Problems 1-18 use Definition 7.1.1 to find L{f(t)}. f(t) = e' cos t

A:

Q: 1 Find L'{F(s)} where F(s) = (s+1) (s+2)

A:

Q: 3T tanux

A:

Q: Aо (1 + A = А 1+x/l

A: Given that, Fluid is Incompressible fluid, ρ=C,Volumetric flow rate constant, Q=CA=Ao(1+tz)(1+xl)…

Q: r=s-2-을 s-1 S

A:

Q: 45 50 N

A: Given  Weight, W = 50 N         Angle = 45o Find   Tension in the cable, T1 and T2

Q: (5000 + 600

A:

Buckling of columns

The column is described as a vertical member of the structure that carries an axial compressive load, and buckling is a lateral deformation of the column under the application of load.