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Please help me sketch this homework. thanks!

1) From 0 to 10 sec, find alphaA1, alphaC1 in rad/s^2, omegaA1(t), omegaC1(t) in rad/s, thetaA1(t), thetaB1(t) and thetaC1(t) in rad, and the distance made by the load s1 in inches and in feet made by the load during this time.

Calculate the Resultant Condition of the HOLE in the drawing below: 1.000 O 1.060 O 1.000 O.530 .982 C 2.000 Ø.995-1.000 +0.008MABC 6.00 O None of these answers is correct X 3.000 Y 01.005-1.030 +0.005MABC B A XX = .01 ANGLES = ± 1°

arlan 50 50 O 50 - -25- frome 50 Ø20 25 Misnt

Solve fast and accurate,it needs attention

For the area shown below defined by the two curves, to find Iy by integration you use a dA element parallel to the x axis. The expression in the integral is the following: y = x 100 mm 1 100 - X. 100 mm O ly²(10y1.5 – y)]dy O ^(10y².5 – y0.5)|dy O [x?(10y0.5 – y)]dx O [x°(10y0.5 – x)]dy O ly^(10y0.5 – y)]dy

this is correct 100%, please tell me how to solve.

On the attached drawing 11A005, what is dimension C?   All abbreviations are standard

= 0 bu b BU For l. Con Bb Mic Bb Mic Bb X Mur Portland St SB Construction *Mu Q A la ▬▬ https://learn-us-east-1-prod-fleet02-xythos.content.blackboardcdn.com/5deff46c33361/48100023?X-Blackboard-S3-Bucket... che Q Bing Q Jets C che Search + Draw T Ask Bing Al | CD water to drain out the hole? You may consider the system to be quasistatic and inviscid. 1 of 2 Suc :: Suc H Suc Hor + The Quabbin Reservoir delivers water towards Boston through the Quabbin Aqueduct, a 14.6 mile long tunnel that has a cross sectional area of 140 ft². You may assume the walls of this aqueduct are fairly rough (i.e. e/D~0.01) and consider the aqueduct to be cylindrical. Assuming that 100 million gallons of water flow through this system every day, what head loss would be expected along this Aqueduct? @ ENG T 60 33 ⠀ s x 7:31 PM 10/23/2023

Fast work