solve the frame approximately using portal method. Determine the magnitude of the moment reaction a, g, and d. Solve the frame approximatelyusing Portal Method.40KNbG100kN-DEDetermine the magnitude of themoment reaction at a.Round off your final answer to thenearest whole number. (i.e., if youranswer is 57.32, answer 57. If youranswer is 67.58, answer 68)

To Find :- Moment at a, d, g using Portal method. In Portal method point of contraflexure is assumed…

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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answer this please. and also compute the magnitude of reaction at E in kips as well. thanksss a lot
Problem 3. Determine the following unknowns on the beam shown below using Conjugate-Beam Method. Consider 250 mm x 250 mm section and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places. QUESTIONS: a. Vertical Reaction at C in kN. b. Moment Reaction at C in kN-m. c. Deflection at point B in mm. d. Maximum deflection on the beam in mm GIVEN: a. 4.2 b. 19.0 c. 85
Make the free body diagram and calculate the reaction efforts at the points with movement restrictions imposed. Data: A = 55° L1 = 1.9m L2 = 3.3m L3 = 3.5m q1 = 65kN/m q2 = 66kN/m P1 = 75kN P2 = 140kN
Use Moment Distribution Method determine the member end moments of the beam of the rectangular cross section shown in Figure 11.10a. Assume that support B settles 2 cm. The modulus of elasticity and the moment of inertia of the beam are E = 210,000 N/mm2 and 4.8 × 104 mm,4 respectively. Hint final answer: MAB= 0 MBA= 141.9 kn.m MBC= -141.9 kn.m MCB= 81.26 kn.m
determine the reaction at A In kN using Double Integration Method Consider 150 mm x 150 mm section and E-200 GPa Enter the absolute value only and round off your answer to 3 decimal places. PLS ANSWER ASAP. I'LL RATE, THANKS
Moment of Inertia about the Xo axis. (Ixo) Select the correct answer. 121.5in^4 126.7in^4 45in^4 54in^4
5. End A of the 6kg uniform rod AB rests on the inclined surface, while end B is attached to collar of negligible mass which can slide along the vertical rod shown. Knowing that the rod is released from rest when ? = 35° and neglecting the effect of friction, determine immediately after release (e) The angular acceleration of the rod, (f) The reaction at B.
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
Determine the magnitude of the horizontal reaction (N) at A if P = 254 N and Q = 2395 N. Let x = 2.48 m, y = 2.5 m, and z = 2.05 m. Round off only on the final answer expressed in 3 decimal places. Instead of units, indicate the direction of the horizontal reaction at A: use R if to the right and L if to the left.
1. Calculate the vertical force reaction at A due to real loads in kN.0 2. Calculate the moment reaction at A due to real loads in kN.m.0 3. Calculate the slope at C in radians. Expressed your answer in x10-3 radian. 0 Example: If your answer is -0.02345 radian equivalent to -23.45x10-3, then type 23.45 If your answer is -67.64x10-4 radian equivalent to -676.4x10-3, then type 676.4 4. Calculate the vertical deflection at C in mm. 0
8.108 If the intensity of the line loading is w = [(40x − x2)/40] N/mm, where x is measured in mm, use integration to find the resultant. (Ans: R = 0, CR = 9000 N · m CCW)
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. 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.

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Solve the frame approximately using Portal Method. 40KN b 100KN D Determine the magnitude of the moment reaction at a. Round off your final answer to the nearest whole number. (i.e., if your answer is 57.32, answer 57. If your answer is 67.58, answer 68) 每一十