Solve only Subspart 9 and 10 part ok asap ok 1. Problem Solving: Solve the following situationsas completely as possible, use any method thatyou deem easier/appropriate to use.Roundoff your answer toDeflections, locations, forces & Moments2 decimal places5 decimal placesround up to whole numberThe cantilever beam is loaded with Pupwardconcentrated load acting at distance s from thefree-end and the distributed load intensity isdefined by the equation W = -7x + 81 in kN permeter is loaded from x = 0m (free end) to x = 8m(fixed end) as shown. The beam has the followingproperties:E = 200 GPa, I = 2x10 mm¹SlopesDiametersW5mB3mA.) If the load P = 250 kN and s= 2.00 m.,1. What will be the shear at the fixed end?Cfixed2. What will be the moment at the fixed end?3. What will be the complete equation for Ely" inkNm (use fractions for the coefficients)?4. What will be the complete equation for Ely' (usefractions for the coefficients)?5. What will be the complete equation for Ely (usefractions for the coefficients)?6. What will be the maximum deflection?7. What will be the maximum slope?8. What will be the deflection at point B?9. What will be the slope at point B?10. What value of load P is needed in order toproduce a zero shear at the fixed support?11. What value of load P is needed in order toproduce a zero moment at the fixed support?12. If the maximum deflection is to be limited at 10mm, what diameter of circular beam is required?13. If the maximum slope is to be limited to 0.20degrees, what diameter of circular beam isrequired?14. If the bending stress at the fixed support is tobe limited to 40 MPa, what diameter of circularbeam is required?B.) If the load P is removed and s = 2.00m,15. What will be the maximum deflection?16. What will be the maximum slope?17. If the maximum deflection is to be limited at 10mm, what diameter of circular beam is required?18. If the maximum slope is to be limited to 0.20degrees, what diameter of circular beam isrequired?19. If the bending stress at the fixed support is tobe limited to 30 MPa, what diameter of circularbeam is required?C.) If the load P = 200 kN and the distance s = 0 m,20. What will be the maximum deflection?21. What will be the maximum positive slope?22. What will be the maximum negative slope?23. What will be the location of the maximumnegative slope from the free-end?24. What will be the deflection at the free-end?25. If the maximum shear stress is limited to 2MPa, what diameter of circular beam is required?

Given P = 250 kNs = 2mW =-7x +81E = 200 GPaI = 2*109 mm4.It is asked to determine the following,1.…

Answered: 9. What will be the slope at point B?…

9. What will be the slope at point B? 10. What value of load P is needed in order to produce a zero shear at the fixed support?

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

I rephrased the question so that so that it can be better understood. The original question is in the picture i sent. Using the slope and deflection method: Determine the end fixing moments and the central deflection of a built in beam of uniform section of the length "L" which carries a load that increases uniformly from zero at each end to "w" per unit length at the centre. End fixing moments answer given: (5/96)wL^2 Central deflection answer given: (7/3840) wL^4/EI
Problem 2. Determine the following unknowns on the beam shown below using Area-Moment Method. Consider 150 mm x 150 mm section and E = 80 GPa. Show complete and organized solution. Round-off your answers to two decimal places. QUESTIONS: a. Vertical Reaction at B in kN. b. Moment Reaction at A in kN-m. c. Deflection at point C in mm. d. Deflection at midspan of AB in mm. GIVEN: a. 3.1 b. 18.0 c. 20 d. 62
Answer the third problem ONLY Solve the problem (following the conditions stated below) involving the use of SHEAR and MOMENT DIAGRAM. You may use whichever reference you would like. NOTE:-Solutions are required-Diagram are required-Solution that shows how the values in your diagram are calculated.-You may create your own given as longvit satisfies the conditions stated in the problem set.-Box the final answer
Solve for the x-component (in cm) of the centroid if that a=96.6cm, b=88.3cm, and r=44.4cm. Round off only on the final answer expressed in 3 decimal places.
Analyze the given semi-frame and Develop the required equation/solution for every given answer. 1. What is the shear at E? 2. What is the shear and moment at point C? 3. What is the shear and moment at point A? please provide a solution, thank u so much.Given: Shear and moment at left of C Vc= -4.5 kn Mc= -4.5 kn-m Shear and moment at right of C Vc= 37.5 knMc= -94.5 kn-m
A simply supported beam L meters long carries a uniformly distributed load of 16 kN/m over its entire length and has a T cross-section. The flange is 140mm x 20 mm place and the web is 160 mm by 20 mm. 1. Which of the following most nearly gives the moment of inertia about N. A.? a. 10.25 x 10⁶ mm⁴ b. 17.23 x 10⁶ mm⁴ c. 22.24 x 10⁶ mm⁴ d. 19.02 x 10⁶ mm⁴ 2. Which of the following most nearly gives the value of L to cause a maximum flexural strength of 40 MPa? a. 1.77 m b. 2.82 m c. 3.24 m d. 4.00 m 3. Which of the following most nearly gives the maximum horizontal shearing stress developed? a. 24 MPa b. 38 MPa c. 45 MPa d. 32 MPa
The tensions of the ropes used in pulling a boat along a river by 2 carabaowhich are on opposite side and walking parallel to the river bank are 400Nand 360N. The angle between the ropes is 600. Find the resultant of thepulling force on the boat. Also, determine the angle that separates eachof the rope from the boat.
For the built-up shape shown in the figure, determine: a. The location of the plastic neutral axis from the top edge of the flange in mm (ANS 11). b. The plastic section modulus of about the horizontal axis in x106mm3 (ANS 0.214) c. The plastic moment with bending about the vertical axis if Fy = 345 Mpa kN-m. round of to the nearesrt whole number (ANS 43).
Solve the problem (following the conditions stated below) involving the use of SHEAR and MOMENT DIAGRAM. You may use whichever reference you would like. NOTE: - ANSWER THE First Problem ONLY-Solutions are required-Diagram are required-Solution that shows how the values in your diagram are calculated.-You may create your own given as longvit satisfies the conditions stated in the problem set.-Box the final answer
pls help! write the complete solutions and legibly. UPVOTE will be given! Answer in 4 decimal places. Dynamics of Rigid Bodies The 20-kg disk A is attached to the 10-kg block B using the cable and pulley system shown. If the disk rolls w/o slipping, determine its angular acceleration and the acceleration of the block when they are released. Also, what is the tension in the cable? Neglect the mass of the pulleys. C.
A cantilever beam carries a trapezoidaldistributed load (see figure). Let wB = 2.5 kN/m,wA = 5.0 kN/m, and L = 2.5 m. The beam has amodulus E = 45GPa and a rectangular cross sectionwith width b = 200 mm and depth h = 300 mm.Use the method of superposition and Cases 1 and8 in Table H-1 to calculate the def lection and rotationat B.
The roof is supported by cables as shown in the photo. If the cablesexert forces FAB = 100 N and FAC = 120 N on the wall hook at A asshown , determine the resultant force acting at A. Expressthe result as a Cartesian vector.