6' 8⁰ I 10' 5' с 1000 155 A 45° F 2000 15's 61 J S D B Calculate Forces in 7' 500 lbs IJ FD CB H 45° X 2000lb's

Q: Vertical Reaction at Support B (KN) Note: El is constant, no support settement. Kam k 2m3m 364.79…

A: Given  A beam Required   Vertical reaction at support B

Q: Determine velocity and the residual pressure at the demand center. Assume f-0.029. DQ-0.75 m/min El.…

A: Given diagram: Friction factor (f) = 0.029

Q: Example: For the reinforcet concrete beam shown. draw the shear force and bending moment diag rams…

A: Given Beam: To draw: Shear force diagram  Bending moment diagram

Q: 4. ByusingArea MomentMethod, Determinethedeflection 3mtotheleftofrollersupport. 30 kN/m 55 kN A C 9…

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Q: 10 kN/m A В 6 m 6 m

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Q: A submarine moves forwards and has itsaxis 15 m belowthesurface ofwater. A pitottube properly placed…

A: Given: Difference of mercury level, x = 170 mm Specific gravity of oil, So = 1.026 Velocity…

Q: Problem 2.4 Find the angle '0' between force vectors F. and Fa F800 N VIỆT HIỆN NHIỆT HIỆN THỦ TH…

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Q: 4.) 30 kN/m C 3m 3m D 7m 9m

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Q: Given that: • Pipe diameter: 0.450 m • Crude oil: Kinematic viscosity = 0.0000232 m2/s • Water:…

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Q: PROBLEM 2 If a 20 degrees, and coefficient of kinetic friction is 0.3, what is the magnitude of the…

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Q: How shear is zero at distance of 5.18m explain mathematically

A: It is asked to prove how shear is zero at distance of 5.18m explain mathematically

Q: 3. Byusing Area MomentMethod, Determinethedeflectionatthefreeendofthebeamshown 60 kN 300 kN-m B 5 m…

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Q: 10 m/s E=200 GPa E,=105 GPa MWWW 50 kg Steel 15 mm-diaBrass k=25 kN/mm 1.5m 1.5m 0.5m

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Q: 4. ByusingArea MomentMethod, Determinethedeflection 3mtotheleftofrollersupport. 30 kN/m 55 kN A C 9…

A:

Q: 1. Byusing Area Moment Method, Determinethedeflectionatthemidspanofthebeamshown. 30 kN/m A B 5 m- -2…

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Q: Det· the deplection cit midspan I= 400 in9 E-29 o00 KSI Using castiglianos theorem Fa+2+2+ 4+

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Q: 3: Determine the magnitude of the Maximum shear force in the beam Vmax = 7.5 kNO Vmax = 50 kNO Vmax…

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Q: Q.5: Locate the maximum Moment at a distance X from the support A Maximum moment at X= 2.0 m O…

A: Given data  UDL Span length  Overhanging beam

Q: A jet of water 25 mm in diameter and having a velocity of 7.62 m/s strikes against a vertical plate…

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Q: 1.find interval latidude

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Q: 1141.) A boy running a foot racc rounds a flat curvo of so ft.rod if ho runs at the rotc of 15 mph,…

A: Given Radius,R=50ft V=15mph To find  Angle=?

Q: H 4 kN I 60° D E F G A C B mim 2 m 2 m

A: Explanation of above answers are :

Q: D NO.: DATE: 12 SOLVE FOR THE MENBER FORCES: 1200 1b AB. AC, BC. BD, BE, BF,CF,DE, EF 12 A 2400 1b…

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Q: 10 kN 80 kN/m В A D 4 m 1 m'1m

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Q: Calculate the velocity of block A and determine the direction of motion.

A: ##Determination velocity and direction of block A###

Q: 1. Byusing Area Moment Method, Determinethe deflectionatthemidspanofthebeamshown. 30 kN/m B 5 m. -2…

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Q: For the beam loaded as shown in the figure compute the magnitude, direction and position of the…

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Q: Consider the vector V with V = 1 kN. Resolve V into components Vp along the p-axis and Vq along the…

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Q: Ex. Calculate SF and 40 1104 10kN/m 60 80 В

A: Given : This is a problem of structural analysis where we are asked to determine the SF and BM at C…

Q: Given that: • Pipe diameter: 0.450 m • Crude oil: Kinematic viscosity = 0.0000232 m2/s • Water:…

A: Given:-  Pipe diameter = 0.450 m Kinematic Viscosity of crude oil = 0.0000232 m2/s Dynamic Viscosity…

Q: Which of the following most nearly gives the vertical displacement (mm) at e? 80/AE 113.14/AE…

A: Given:

Q: Cfremiam Exnnquestion). Vidual nork} 50 KN E=200X 105 KN /m² A. B. I 1000 X16 mt 6m. Ansarer marybe…

A: To find: Deflection at point B

Q: When a force F is applied to an object, it displaces 2m to the right. If this were the case, how…

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Q: 34 KNIIM SKN 10 KN /m 1OKN-M 35 KN-7 hat is 15e sleppor reachion at B ? 2ndicate be negraenive (-)…

A: Given:- A beam is given with point and distributed load The magnitude of the point load = 8 kN  The…

Q: A roofer tosses a small tool to the ground. What minimum magnitude vo of horizontal velocity is…

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Q: 30 kN/m B 5 m- -2 m– El = constant E = 200 GPa I= 1460x10mmª

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Q: Calculate Tension CD. 2 m D 3.5 m B 250 N -2 m- t2.5 m- -1.5 m- "500 N

A: Concept  Bending moment any point in cable is zero.  Find  Tension in CD (TCD) = ?

Q: 8. Which is wrong about the failure pattern for wall beams without openings and openings in the…

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Q: M M M 13.9kft СЕ 4.64 kips M 9º MB 30 kips KN KN E E ·6² 6². 17.97kips 40kips E kNm kNm kNm 4…

A: Given data:- Below diagram is given in question;

Q: 1.find interval normal

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Q: A 200-N block in contact with a level plane is acted upon by a horizontal force P = 100N. The fk =…

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Q: Campute use NSCP 201D- the moment capacity BEAM LDAD ING AND GO GEOM PaiK W= 0.5 K/fA 10' 10'

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Q: Determine the velicuty attained by block B a distance after moing 4 4m staring frn ress? In what ai…

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Q: The beam is subjected to the loading shown. If a = 180 mm, determine the absolute maximum bending…

A: Absolute Max Stress = 105.105 MPaExplanation:

Q: Byusing Area MomentMethod, Determinethedeflectionatthefreeendofthebeamshown 60 kN 300 kN-m A 5 m 5 m…

A: Given:  L=10 m     E = 200 GPa The bending moment diagram of the given beam is shown below:

Q: 70 kips/ft 350kips-ft OB C A 3' 6' 3' 3'

A: