300 300 30° P, 009 000
Q: ꜰɪɴᴅ ᴛʜᴇ ʙʀɪɴᴇʟʟ ʜᴀʀᴅɴᴇꜱꜱ ɴᴜᴍʙᴇʀ ᴏꜰ ᴛʜᴇ ᴍᴀᴛᴇʀɪᴀʟ ɪꜰ ᴛʜᴇ ɪɴᴅᴇɴᴇʀ ᴅɪᴀᴍᴇᴛᴇʀ ɪꜱ 10ᴍᴍ ᴀɴᴅ ᴛʜᴇ ᴘʀᴏᴅᴜᴄᴇᴅ…
A:
Q: W 30 A.
A: given:
Q: Draw the isometric 70 R 30 50 60 40 40 30 60
A:
Q: 470 F 130 C
A: Given
Q: ᴀ ᴘʟᴀɴᴛ ʜᴀꜱ ɪɴꜱᴛᴀʟʟᴇᴅ ᴀ ꜱɪɴɢʟᴇ ꜱᴜᴄᴛɪᴏɴ ᴄᴇɴᴛʀɪꜰᴜɢᴀʟ ᴘᴜᴍᴘ ᴡɪᴛʜ ᴀ ᴅɪꜱᴄʜᴀʀɢᴇ ᴏꜰ 68 ᴍ3/ʜʀ ᴜɴᴅᴇʀ 60 ᴍ ʜᴇᴀᴅ…
A:
Q: 65° 20N 40 15 70N (3) 90N
A: Given: The loaded system is shown below:
Q: ᴀɴ ᴇᴍᴘᴛʏ ʙᴇᴇʀ ʙᴀʀʀᴇʟ ʜᴀꜱ ᴀ ᴍᴀꜱꜱ ᴏꜰ 13 ᴋɢ ᴀɴᴅ ᴀ ᴠᴏʟᴜᴍᴇ ᴏꜰ 17 ʟ. ᴀꜱꜱᴜᴍɪɴɢ ᴛʜᴇ ᴅᴇɴꜱɪᴛʏ ᴏꜰ ʙᴇᴇʀ ɪꜱ 1005…
A: Given data: mb=13 kgV=17 L=17×10-3 m3ρ=1005 kg/m3 Need to determine the total weight of beer barrel…
Q: F. 15° 700 N
A: Draw the FBD for the given question and find the angle between both the forces.
Q: 180 40 80 to 60 60 60 –
A: Given Data: The length of the flange of the T cross-section is l1 = 180 mm. The thickness of the…
Q: Draw the three views and a section elevation: 12 15 12 4 HOLES, DIA 16 40 0G 12 20
A: given view side and front view to sketch the top view
Q: 44 21 5 10, 20 40 66 20
A:
Q: 22 R 50 -38 24 10 125 41 20 Drill 48 27 -20.5 -
A:
Q: ᴡʜᴀᴛ ɪꜱ ᴛʜᴇ ꜰɪɴᴀʟ ᴛᴇᴍᴘᴇʀᴀᴛᴜʀᴇ ᴀꜰᴛᴇʀ ᴄᴏᴍᴘʀᴇꜱꜱɪᴏɴ ᴏꜰ ᴀ ᴅɪᴇꜱᴇʟ ᴄʏᴄʟᴇ ɪꜰ ᴛʜᴇ ɪɴɪᴛɪᴀʟ ᴛᴇᴍᴘᴇʀᴀᴛᴜʀᴇ ɪꜱ…
A: GIVEN DATA - FOR DIESEL CYCLE CLERANCE RATIO C=0.06 INTIAL TEMPRATURE T1=32.47'C = 32.47+273 =…
Q: Y 60N 13 120 30N
A:
Q: 18 40 40 72 13
A: orthographic view : theses are the projection view when viewed by a observer from side view , top…
Q: Create a moody diagram of the following smooth and steel pipe: • Re= 100,456.85 • ϵ/D= 0.001
A:
Q: 5 fy 30
A: For solution refer below images.
Q: f this solid 60 20 20 70 110 i 3.33 60
A:
Q: 45,00 10,00 30,00 15,00 15,00 018.00 70,00 00'07 10,00 00'0 00'S 00'0
A: Given: Draw ISOMETRIC VIEW
Q: a. 267.9 (N)
A: Draw the FBD of the forces acting at point C Calculate the relation of tension between two wires by…
Q: ꜱᴜᴘᴘᴏʀᴛ ᴛʜᴇ ᴀɴꜱᴡᴇʀ ᴡɪᴛʜ ᴛʜᴇ ɴᴇᴄᴇꜱꜱᴀʀʏ ꜱᴄʜᴇᴍᴀᴛɪᴄ ᴅɪᴀɢʀᴀᴍꜱ , ᴘᴠ ᴀɴᴅ ᴛꜱ ᴅɪᴀɢʀᴀᴍꜱ ɪɴ ᴀɴ ɪɴᴅᴜꜱᴛʀɪᴀʟ…
A:
Q: c. 576.8179in³
A:
Q: ᴛʜᴇ ꜱᴛʀᴏᴋᴇ ᴏꜰ ᴀ ɢᴀꜱ ᴇɴɢɪɴᴇ ᴡʜɪᴄʜ ᴡᴏʀᴋꜱ ᴏɴ ᴛʜᴇ ᴄᴏɴꜱᴛᴀɴᴛ ᴠᴏʟᴜᴍᴇ ᴄʏᴄʟᴇ ɪꜱ 342 ᴍᴍ. ᴛʜᴇ ᴘʀᴇꜱꜱᴜʀᴇ ᴀᴛ ᴛʜᴇ…
A:
Q: ᴄᴀʟᴄᴜʟᴀᴛᴇ ᴛʜᴇ ᴅᴇɴꜱɪᴛʏ ᴏꜰ ᴛʜᴇ ꜰᴏʟʟᴏᴡɪɴɢ ᴘᴜʀᴇ ᴍᴇᴛᴀʟ. ᴇxᴘʀᴇꜱꜱ ʏᴏᴜʀ ᴀɴꜱᴡᴇʀ ɪɴ ᴋɢ/ᴍ^3 ᴛʏᴘᴇ ᴏꜰ ᴄʀʏꜱᴛᴀʟ…
A:
Q: 25 N 9 N 60
A: When force is applied on the block it tends to create motion or tries to change its shape and size.…
Q: ᴀ ᴄᴇʀᴛᴀɪɴ ᴄᴏᴀʟ ʜᴀꜱ ᴛʜᴇ ꜰᴏʟʟᴏᴡɪɴɢ ᴜʟᴛɪᴍᴀᴛᴇ ᴀɴᴀʟʏꜱɪꜱ: ᴄᴀʀʙᴏɴ = 69% ɴɪᴛʀᴏɢᴇɴ = 5% ʜʏᴅʀᴏɢᴇɴ = 2.5%…
A: Given data Heating value of coal = 27307.87 kJ/kgPercentage of Carbon = 69% = 0.69Percentage of…
Q: 00 ᴍᴡ ᴘᴏᴡᴇʀꜱ ꜱᴛᴀᴛɪᴏɴꜱ ᴅᴇʟɪᴠᴇʀ 100 ᴍᴡ ꜰᴏʀ 2 ʜᴏᴜʀꜱ, 50 ᴍᴡ ꜰᴏʀ 8 ʜᴏᴜʀꜱ, ᴀɴᴅ ɪꜱ ꜱʜᴜᴛ ᴅᴏᴡɴ ꜰᴏʀ ᴛʜᴇ ʀᴇꜱᴛ…
A: Given:Load of the power plant, P=100 MWLoad delivered for 2 hours, P1=100 MWLoad delivered for 8…
Q: ꜱᴏʟᴠᴇ ᴛʜᴇ ɪɴᴅᴇɴᴛᴀᴛɪᴏɴ ᴅɪᴀᴍᴇᴛᴇʀ ɪꜰ ᴛʜᴇ ʙʜɴ ᴏꜰ ᴛʜᴇ ᴍᴀᴛᴇʀɪᴀʟ ɪꜱ 70 ᴀɴᴅ ᴀ 500 ᴋɢ ᴏꜰ ʟᴏᴀᴅ ɪꜱ ᴀᴘᴘʟɪᴇᴅ? ᴜꜱᴇ…
A: The indentation diameter is 2.98 mm.
Q: 70 Мра y
A:
Q: 170 50 60 50- 2) 165 175 65
A: Given Data: Width of the web, 170 mm
Q: ᴀɪʀ ɪꜱ ꜰʟᴏᴡɪɴɢ ɪɴ ᴀ ᴅᴜᴄᴛ ᴡɪᴛʜ ᴠᴇʟᴏᴄɪᴛʏ ᴏꜰ 8.62 ᴍ/ꜱ ᴀɴᴅ ꜱᴛᴀᴛɪᴄ ᴘʀᴇꜱꜱᴜʀᴇ ᴏꜰ 3.16 ᴄᴍ ᴡɢ. ᴛʜᴇ ᴅᴜᴄᴛ…
A:
Q: ᴀ ꜱᴜᴍᴘ ᴘᴜᴍᴘ ᴛᴜʀɴɪɴɢ ᴀᴛ 1600 ʀᴘᴍ ᴘʀᴏᴠɪᴅᴇꜱ ᴀ ᴡᴀᴛᴇʀ ᴅɪꜱᴄʜᴀʀɢᴇ ᴏꜰ 9ɢᴘᴍ ᴀɢᴀɪɴᴛꜱ ᴀ ʜᴇᴀᴅ ᴏꜰ 18ꜰᴛ. ᴄᴏᴍᴘᴜᴛᴇ…
A: GivenN=1600rpmQ=9gal/min=0.0005678 m³/sH=18ft=5.4864m
Q: Do number 13.12
A: Given Data Qr=24000 BTU/hr EER=11 Cost= 14 cents per kWh
Q: ᴛʜᴇ ᴀʟʟᴏᴡᴀʙʟᴇ ᴛᴇɴꜱɪʟᴇ ꜱᴛʀᴇꜱꜱ ꜰᴏʀ ᴀ ᴠ2 ʙᴏʟᴛ ᴏꜰ ᴛʜʀᴇᴀᴅ ʟᴇɴɢᴛʜ 7/32 ɪɴᴄʜᴇꜱ ɪꜱ 30000 ᴘꜱɪ. ᴛʜᴇ ᴀʟʟᴏᴡᴀʙʟᴇ…
A:
Q: ᴀ ꜱᴜᴘᴘʟʏ ᴛᴀɴᴋ ʜᴀᴠɪɴɢ 14ᴍ ʟᴏɴɢ ᴀɴᴅ 1.7ᴍ ᴅɪᴀᴍᴇᴛᴇʀ ɪꜱ ᴜꜱᴇᴅ ᴛᴏ ꜱᴛᴏʀᴇ ꜰᴜᴇʟ ᴏɪʟ ᴡɪᴛʜ 34° ᴀᴘɪ ᴀᴛ 110 °ᴄ. ɪꜰ…
A:
Q: A |100 16 B +20+4t | 80 16 - 30┫
A:
Q: ɪɴᴛᴇʀᴄᴏᴏʟᴇʀ ᴘʀᴇꜱꜱᴜʀᴇ ɪɴ ᴀ ᴛʜʀᴇᴇ ꜱᴛᴀɢᴇ ᴄᴏᴍᴘʀᴇꜱꜱᴏʀ ᴡɪᴛʜ ꜱᴜᴄᴛɪᴏɴ ᴘʀᴇꜱꜱᴜʀᴇ ᴏꜰ 101.325ᴋᴘᴀ ᴀɴᴅ ꜰɪɴᴀʟ…
A: Given, p1=101.325 kPa p4= 2240 kPa Three stage of compressor For perfect intercooling in a three…
Q: 46 69 13.5 10.5 5 61 63.5
A: Given: Total length of pipe, L = 800 m Diameter of pipe, D = 15 cm = 0.15 m Difference in level…
Q: 120 N 80 N 30° 40° 35°
A: We have to find resultant force
Q: Stationing of P.T. of a compound curve is at 15 + 480.14, 11 = 30°, 12 = 36°, D1 = 4° and D2 = 5°.…
A: Given Data Stationing of PT of a compound curve is: PT=15+480.14 Angle 1 is: I2=36° Angle 2 is:…
Q: 01.00 1.25 - R50 2.50 1.25 Draw the side, front and auxiliary views, put all necessary dimensions…
A: Given: Component To find: front view, side view, and auxiliary view
Q: B 12 13 30° 5 A
A: Given: To find the maximum weight.
Q: ᴀ ɢᴇɴᴇʀᴀᴛɪɴɢ ꜱᴛᴀᴛɪᴏɴ ꜱᴜᴘᴘʟɪᴇꜱ ᴛʜᴇ ꜰᴏʟʟᴏᴡɪɴɢ ʟᴏᴀᴅꜱ: 15000 ᴋᴡ, 12000 ᴋᴡ, 8500 ᴋᴡ, 6000 ᴋᴡ, ᴀɴᴅ 450 ᴋᴡ.…
A: Given data: Loads supplied : 15000 kW, 12000 kW, 8500 kW, 6000 kW and 450 kW Maximum demand =…
Q: ʟ/ꜱ ᴏꜰ ᴡᴀᴛᴇʀ ꜰʀᴏᴍ ʀᴇꜱᴇʀᴠᴏɪʀ ᴀ ᴛᴏ ʀᴇꜱᴇʀᴠᴏɪʀ ʙ. ᴀꜱꜱᴜᴍɪɴɢ ꜰ = 0.013 ꜰᴏʀ ᴀʟʟ ᴘɪᴘᴇꜱ, ᴄᴏᴍᴘᴜᴛᴇ ᴛʜᴇ…
A:
Q: ᴅᴇᴛᴇʀᴍɪɴᴇ ᴛʜᴇ ᴘᴜᴍᴘ ᴘᴏᴡᴇʀ.
A: Need to find Pump power.
Q: ᴀɴ ᴇʟᴀꜱᴛɪᴄ ᴍᴇᴍʙᴇʀ 15.6 ᴍᴍ ᴛʜɪᴄᴋ ɪꜱ ɢʟᴜᴇᴅ ɪɴ ʙᴇᴛᴡᴇᴇɴ ᴛᴡᴏ ʀɪɢɪᴅ ᴍᴇᴍʙᴇʀꜱ. ᴄᴏɴꜱɪᴅᴇʀɪɴɢ ᴀ ꜱʜᴇᴀʀ ꜰᴏʀᴄᴇ ᴏꜰ…
A:
Q: 120 150 Y=60 30 90 130
A: consider point o as origin.lets we take three segments. given data radius=60 oc=180,DA=130-30=100…
Q: ᴘʀᴏᴠᴇ ᴛʜᴀᴛ ᴀ ᴘᴏɪꜱᴇ ɪꜱ ᴇQᴜᴀʟ ᴛᴏ ᴀ ꜱᴛᴏᴋᴇ ᴀᴛ ᴡᴀᴛᴇʀ ᴅᴇɴꜱɪᴛʏ 1000ᴋɢ/ᴍ³
A: Poise is the CGS unit of dynamic viscosity. Stoke is the CGS unit of kinematic viscosity.…
Q: 144.000 576.000
A: maximum bending moment at a is required
Q: ᴀ ᴄᴇɴᴛʀɪꜰᴜɢᴀʟ ᴘᴜᴍᴘ ᴡɪᴛʜ 76ᴍᴍ ᴅɪᴀᴍᴇᴛᴇʀ ɪᴍᴘᴇʟʟᴇʀ ᴅᴇʟɪᴠᴇʀꜱ 38ʟ/ꜱ ᴏꜰ ᴡᴀᴛᴇʀ ᴀɢᴀɪɴᴛꜱ ᴀ ᴛᴏᴛᴀʟ ʜᴇᴀᴅ ᴏꜰ 107ᴍ…
A:
Q: •17.10 What is the reliat .99 .99
A: It is required to determine reliability of system
Q: Esall Lilall pans 3.2 i 20 60 35 75
A:
Q: ᴄᴀʀʙᴏɴ = 69% ɴɪᴛʀᴏɢᴇɴ = 5% ʜʏᴅʀᴏɢᴇɴ = 2.5% ꜱᴜʟꜰᴜʀ = 7% ᴅᴇᴛᴇʀᴍɪɴᴇ ᴛʜᴇ ᴀᴍᴏᴜɴᴛ ᴏꜰ ᴏxʏɢᴇɴ ɪɴ ᴅᴇᴄɪᴍᴀʟ…
A: Given data Heating Value of Fuel = 27307.87 kJ/kgPercentage of Carbon = 69% = 0.69Percentage of…
Q: ᴛʜᴇ ᴅᴀɪʟʏ ᴘᴏᴡᴇʀ ᴘʀᴏᴅᴜᴄᴛɪᴏɴ ꜱᴄʜᴇᴅᴜʟᴇ ᴏꜰ ᴀ ᴘᴏᴡᴇʀ ꜱᴛᴀᴛɪᴏɴ ᴏꜰ 100 ᴍᴡ ᴄᴀᴘᴀᴄɪᴛʏ ᴀʀᴇ ᴀꜱ ꜰᴏʟʟᴏᴡꜱ: 100 ᴍᴡ ꜰᴏʀ…
A: This is a problem in power plant engineering. The formula involved here is:- Load Factor = (Avg.…
Q: Ø35 R35 20 20 20 45 70 70 Ø40 120
A: All the 3 views of the figure is given as:
Q: ᴀ ᴄᴏʟᴅ ꜱᴛᴏʀᴀɢᴇ ɪꜱ ᴛᴏ ʙᴇ ᴍᴀɪɴᴛᴀɪɴᴇᴅ ᴀᴛ – 5°ᴄ ᴡʜɪʟᴇ ᴛʜᴇ ꜱᴜʀʀᴏᴜɴᴅɪɴɢꜱ ᴀʀᴇ ᴀᴛ 35°ᴄ. ᴛʜᴇ ʜᴇᴀᴛ ʟᴇᴀᴋᴀɢᴇ…
A: Cold storage temperature, TL=-5oC=-5+273=268 KSurrounding Temperature, TH=35oC=35+273=308 KHeat…
Q: 2 3 6 7 8 9. 10 15 20 25 0.580
A: Solution: The net reading of the vernier caliper is the sum of the main scale reading and the…
Q: 20 20 50 30 유 8
A: (i) Front View (ii) Top View
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- The end of a water hose weighing 0.5 lb/ft is pulled with a 40-lb force that is inclined at 14 to the horizontal. Determine the length s of the hose that is lifted off the ground and the corresponding horizontal distance L.The center of gravity of the 850-N man is at G. If the man pulls on the rope with a 388-N force, determine the horizontal distance b between the man's feet and G.The horizontal boom carries the weight W=108lb at A. The boom is supported by the cables AB and AC. The tensions in the cables are TAB=120lb and TAC=160lb. Determine the single force R that is equivalent to three forces acting on the boom at A.
- Repeat Prob. 4.152 assuming that the 400-kN force is applied at O instead of L.In checking a recently installed fencepost for adequacy of the ground support, a person exerts a force P= -160i +40j +60k N on top of the post. Determine the angles which P makes with the positive x-axis and with the x-z plane.DRAW FREE BODY DIAGRAM DETERMINE THE AMOUNT OF NORMAL FORCES EXERTED ON THE CONTAINER. ANSWER IN 2 DECIMAL PLACES
- Determine the absolute value of the force at point O in [N] ? m = 30 kg F=422 N w = 8 rad/s1. A museum of modern art is displaying an irregular 426-N sculpture by hanging it from two thin vertical wires, A and B, that are 1.25 m apart. The center of gravity of this piece of art is 48.0 cm from its extreme right tip. a). Find the tension in each wire. Show the step by step and complete solution. Draw also the complete FBD (as seen in the figure).The motorcycle weighs 151 kg and the driver weighs 64 kg. Dimensions l1 = 0,31 m ja l2 = 0,23 m Determine the support force on the rear tire.
- A man on the wire singing "Man on a Wire" while practicing for his circus show has reached the center of the rope, creating a dip on the center angled at 67.87 degrees. If the mass of the man is 42.23 kg and the tension force that can be handled by the wire is 301.26 N, would the wire break? Show the tension caused by the man hanging on the wire. (with illustration)The magnitudes of the three forces acting onthe plate are T1 = 100kN, T2 = 80kN andT3 = 50kN. Replace these forces with a singleequivalent force R.Determine the magnitude of the three P1,P2 and P3, given that they are equivalent to the force R=-800i + 700j+500k lb