Determine the magnitude of the vertical force Cy for the simply supported beam, where w = 8 kips/ft, L₁= 8 ft, and L₂ = 5 ft."|11L₁O 26.8 kipsO 23.2 kipsBO 25.2 kipsO 19.7 kipsO 21.2 kipsBL2x

To find magnitude of vertical reaction at point C

Answered: O 26.8 kips O 23.2 kips O 25.2 kips O…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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A rectangular reinforced concrete beam with width of 300 mm & effective depth of 600 mm is subjected to a service bending moment of 200 kN.m. The beam is reinforced with 4-32 mm diameter bars. n = 8. 1. Compute the distance kd? a. 246.33 mm b. 353.67 mm c. 170.33 mm d. 302.33 mm 2. Which of the following gives the moment of inertia about N. A.? a. 4173.81 x 106 mm⁴ b. 3471.81 x 106 mm⁴ c. 4371.81 x 106 mm⁴ d. 4713.81 x 106 mm⁴ 3. Which of the following most nearly gives the maximum stress in steel in Mpa? a. 100 b. 110 c. 120 d. 130
3) From the figure shown; a) Calculate the force in member AB. b) Calculate the force in member CD. c) Calculate the force in member BD. Indicate if tension or compression. 300KN 3m GookN B 2m A 50° 40,747 D 4m.
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1= no matter if you solve if by hand writing
From the given determinate beam, which of the following provides the displacement of point B in kN m^3/EI? El is constant. Use Moment Area Method. 50 kN 15 kN/m A B C 6 m 3 m -3 m O 1287.8 O 2857.6 O 3262.5 O 4015.3 O O O O
Problem 4 The beam AB is subjected to the uniformly distributed load shown and to two unknown forces P and Q. Knowing that the bending moment is +800 Nm at D and +1300 Nm at E, (a) determine P and Q, (b) draw the shear and bending-moment diagrams for the beam. A 20 kN/m C P Q 1. 1. D E 0.3 m 0.3 m 0.3 m 0.3 m B un M' (a) Internal forces (positive shear and positive bending moment)
1m 4. For the coplanar force system shown, what is the equivalent force-couple at A? If a single equivalent force would act 1 m to the left of A, how far from point A should it be? (For this problem, notice the exact points in the grid where the forces are located. Use those to determine the directions of the 1m 200 N 100 N 10 N-m 100 N 80 N 80 N 50 N forces.) A 150 N
Determine the vertical displacement at point B (mm). The value of the beam ABCD varies linearly from El at the supports A and D to 1.5El at B and C respectively and is constant between B and C. El = 15.0 x 103 kNm2 %3D |20 kN B 20 kN 5f EI 1.SEI D ME 2EI El I.SEI VA 2.0 m 3.0 m 2.0 m 4.0 m 7.0 m 5.97 7.11 12.14 none of the above
06. At what angle 6 must the 800 N force be applied in order that the resultant R of the two forces have a magnitude of 2000 N? For this condition, determine the anele between R and the vertical. 1400 N 800 N
A r (0) 2m + d 300N 8 B 3m 307 M-1500Nm For the above diagram, given that F₁ = 800 N, w = 400 N/m and d = 4 m, calculate the following (neglect the depth of the beam). Note that there is a pin support at A and a roller support at B. Given: • The magnitude of the resultant of the applied forces, FR = 1.837 KN • The angle of the resultant forces, FR measured counter-clockwise from the negative x axis = 77.423 deg. The resultant forces, FR so that it is equivalent to the system of applied forces = 5.765 m Questions: 1. The magnitude of the reaction forces, RAX. Please provide the answer in Newtons and report to three significant figures. 2. The magnitude of the reaction forces, Ray. Please provide the answer in Newtons and report to three significant figures. 3. The magnitude of the reaction forces, Rex. Please provide the answer in Newtons and report to three significant figures. 4. The magnitude of the reaction forces, Rgy. Please provide the answer in kilo Newtons and report to three…
The resultant of the three forces is a force R that passes through point B. Determine R and F.
PROBLEMThe beam shown below has internal hinges at points B and D. Assume EI is constant. Using your most convenient methodshow the following:a. Magnitude and directions of the support reactions (Ax,Ay, MA, Cy, Fy). b. The elastic curve.c. Vertical displacement at B. d. Rotation just to the left of B. e. Rotation just to the right of B.

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O 26.8 kips O 23.2 kips O 25.2 kips O 19.7 kips O 21.2 kins W L₁ B L2 X