Solve the frame approximately usingPortal Method.30KNd.6m60KNk6m72KN8mTTTTTITT10m12m10m1. Determine the magnitude of themoment reaction at a.2. Determine the magnitude of themoment reaction at e.3. Determine the magnitude of themoment reaction at i.4. Determine the magnitude of themoment reaction at m.5. Determine the magnitude of theshear 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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For the frame shown below, consider only the effect of bending (neglect shear). (a) Discuss the static indeterminacy of the system. (b) Find all the support reactions. (c) Find the maximum bending moment in the frame. (d) Discuss how you will find the displacement at point 2. (e) Find the rotation at point 2.
Force P with 5.05 kN magnitude acts along the parallelepipeds diagonal CE, pointing towards E 290 mm 290 mm 145 mm Determine the magnitude of the moment of Pabout the following Ines in N-m. (a) Ine OA N-m (b) ine O8 N- m (c) Ine AB N-m (d) Ine BF N-m (e) ine BG N-m (r) Ine DG N-m (a) Ine 0D N-m (h) Ine OC N-m (1) ine EF N-m (1) Ine OF
Determine the reaction at the support of the beam/frea, shown in the figure using the Force Method Analysis. Draw the shear and bending moment diagram
Ⓒ Betermine the reactions & draw the flear and bending moment diegrams for frame below. using the force method. soku/m ㅈㅈ I E = Constant 4m 21 5 B2 75kW * 42 1m E
O Compute the horizontal deflection at joint The frame shown is subjected to a lateral load of 20 kN at joint B and a uniform load of 3 kN/m on member BC. Assume El is constant with values of E = 200000 MPa and I= 400 x 10° mm. Using virtual work method, 3 kN/m 20 kN 10m DE 10m O Compute the horizontal reaction at A. O Compute the moment at B. C of the frame.
Please answer with explanation. Asap I will really upvote. Thanks
M 10kN/m IM I'm Im 3 Solve for the support reactions and moment using three moment equation.
Using the Moment Distribution Method, kindly solve for the reactions of the beam below Note that: It is assumed that the support at B settles 25mm downwards E A В = -25MM В 7M ZM ZM ZM
Find the reaction of each support using MDM. Draw the Shear and Bending moment diagram of the beam shown. EI is constant.
Determine the required magnitude of the couple moments M2 & M3 and so that the resultant couple moment of the system shown in Figure Q6 is 052 N.m? M2 45° M3 M = 300 N-m w] TOSHIBA F5 F6 F7 F8 F9 F10 F11 F12 INS SCROLL L &.
Please do this carefully.
PROBLEM 1: The beam shown below has a fixed support at A and a roller at B. El is constant. Use the FORCE METHOD to: ALLI a. Find all reactions (clearly show the value and direction of each reaction at each support) b. Draw the Shear (V) and Moment (M) diagrams (clearly show the peak values, signs, and location) 4 kip/ft A 8 ft B

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Solve the frame approximately using Portal Method. 30KN d h 6m 60KN k 6m 72KN 8m li TITT m a TTTT e TITT 10m 12m 10m 1. Determine the magnitude of the moment reaction at a.