Solve the frame approximately using Portal Method.30KN d6m60KNC.k6m72KN8mTITT10m12mto10m1. Determine the magnitude of the moment reaction at a.2. Determine the magnitude of the moment reaction at e.3. Determine the magnitude of the moment reaction at i.4. Determine the magnitude of the moment reaction at m.5. Determine the magnitude of the shear force in column ji

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Answered: Solve the frame approximately using…

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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3
5.(e) Find the reaction at A amd B of the frame shown below. Draw the bending moment diagram? Where is the inclination for support B. ZE 3m 150kN 3m 3m 50 4 3
Solve the frame approximately using Portal Method.
5/Determine the magnitude of the reactions on the beam at A and B. Neglect the thickness of the beam. Figure (5)
a)Calculate the support reaction at A in kN (1.d.p) b)Determine the position of the maximum deflection of the simply supported beam in m in terms of its flexural rigidity EI. Enter the position with refernce to the left-hand support. (1.d.p) Hint: The maximum deflection lies between B and C Note: Remember EIv"=M(x) c) Determine the maximum deflection of the simply supported beam in terms of its flexural rigidity EI. Hint: The maximum deflection lies between B and C Note: Remember EIv"=M(x) vmax= ?/EI(1.d.p)
I. Find the reaction at support A RAy II. Find the reaction at support B RBY III. Find the bending moment at A IV. Find the bending moment at C V. Find the maximum absolute value of the shear force in the beam VI. Draw the shear force and bending moment diagram for the beam
Problem 04 The force P prevents the 375-N pole from falling. The pole is supported by a ball-and-socket joint at A and leans against a frictionless wall at B. 0. B Given: X1=3.15 m Ут - 4 m Z1=3.15 m 0=45° Find the required force (N) P. A. 116.8 B. 124.6 C. 136.2 D. 102.7 Find the reaction at B in N. A. 75.4 B. 82.6 C. 89.2 D. 95.4 Find the vertical reaction at A in N. А. 310.1 В. 336.8 1. 3. C. 325.4 D. 292.4 2.
Required information Analyze the given structure by moment distribution. Given: P= 29 kips and El is constant. w = 3.5 kips/ft IA 12 12 The horizontal component of the reaction at Cis Rcx= kips (Click to select) The vertical component of the reaction at Cis Rcy kips (Click to select) v The moment at Cis Mc= kip ft (Click to select)
Using super position method
11.7 Problems for Solution Section 11.1 For Problems 11.1 through 11.16, compute the reactions for the beams and frames. E and I are constant unless noted otherwise. The force method (i.e., method of consistent distortions) is to be used. De Onload D n *** -)
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)
P9.15. (a) Compute all reactions for the beam in Figure P9.15 assuming that the supports do not move; EI is constant. (b) Repeat computations given that support C moves upward a distance of 288/ (EI) when the load is applied. P = 16 kips - 6'- 6²- B P9.15 -12'-

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