0.3 mmathalino.comB0.3 mFigure P-226Given that F=1000Kn and P-1434. Determine the following:a. Components of forces F and Pb. Moment at Point A, B, C, and Dc. Moment at the Tail of Force Fd. Moment at the Tail of Force Pe. Moment at the Head of Force Ff. Moment at the Head of Force PC.mathalino,comP.

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Answered: C 0.3 m mathalino.com B 0.3 m Figure…

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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2. Solve the reaction of shear and moment. P1= 35 P2=40 P3=30 P4=30 WI=45 W2=55
Determine the magnitude of the moment (Nm) of the force P = 534 N about the line DF. Round off only on the final answer expressed in 3 decimal places.
The force acting at A is F = 10i + 20j − 5k kN. Knowing that the moment of this force about the y-axis is 8j kN · m, determine the distance b and the moment of F about point O.
Determine the moments at all supports. Support B settles10 mm, and EI is constant. Take E = 200 GPa, I = 200x106mm4 Answer key: MAB = -12 kN-m; MBA = 64.58 kN-m; MBC = -64.58 kN-m; MCB = -146.69 kN-m
Determine the reactions and all bar forces for thetruss in Figure P9.34. E = 29,000 ksi and members AB,BC, AD, and DC have A = 3 in.2, and members BD, DE,and CE have A = 1 in.2 for all bars.
a. Determine the moment of ??? about point O if ??? = 150 ? b. Determine the moment of 100 N force about point D. c. Determine the moment of 20 N force about point D. d. Determine the moment of 20 N force about axis BD.
Find forces Ay, Ax, Ey, and Cy and the moment about A.
Determine the resultant moment produced by force P= 170N about point O, in Nm. Set α= 35-degree.
Compute the reactions and bar forces in all mem-bers for the truss in Figure P9.24 if a downward load of120 kips is applied at joint E. The area of all bars is 5 in.2and E = 30,000 kips/in.2
For the beam presented below:a) What is the degree of indeterminacy; b) Determine the moment reactions at the supports and draw the shear and momentdiagrams. (Solve by expressing the internal moment in terms of vertical reactionsat A and B, EI is constant). c) What would the shear diagram look like if a transverse load P was applied right atthe middle of the beam (Make a sketch of the new shear diagram). W (30kN/m) , L (1.9m)
Assume that P = 7.4 kips and L = 9.0 ft. Determine the reaction at support A. Assume that EI is constant for the beam. 16.78 kips (up) 10.64 kips (up) 17.88 kips (up) 14.18 kips (up) 12.95 kips (up)
Given : M1 = 4000 N/m M2 = 9000 N/m P = 3600 N (downward) w1= 800 N/m (downward) w2 = 600 N/m (downward) a = 4 m b = c = d = 5 m Determine the following:a. The maximum positive shear (in N).b. The maximum negative shear (in N).c. The maximum positive moment (in N-m).d. The maximum negative moment (in N-m).e. The location of maximum shear from the left end of the beam (in m).f. The location of the maximum moment from the left end of the beam (in m). Kindly Draw the detailed Shear and Moment Diagram. Compute for all of the necessary elements, Include the proper units, use the proper formula and round-off all the answers and final answers to 2 decimal places.

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C 0.3 m mathalino.com B 0.3 m Figure P-226 Given that F=1000Kn and P-1434. Determine the following: a. Components of forces F and P b. Moment at Point A, B, C, and D c. Moment at the Tail of Force F d. Moment at the Tail of Force P e. Moment at the Head of Force F mathalino,com P.