A beam has a load of w-13 kN/m and P-16 kN. Calculate the deflection at ANote: If the deflection is downwards, answer in a negative value, otherwise, answer in positive value.(i.e. 562.50/EI should be answered -562.5)Hint: The term involving the uniform load should be in 2nd power in the Moment Equation, M(x)Answer in 2 decimal placesP (kN)w (kN/m)1mAD4m5.1m4.2m

Answered: Image /qna-images/answer/5c21049b-71fb-473c-9523-8357b3b7de38.jpg

A beam has a load of w-13 kN/m and P-16 kN. Calculate the deflection at A Note: If the deflection is downwards, answer in a negative value, otherwise, answer in positive value. (i.e. 562.50/EI t should be answered -562.5) Hint: The term involving the uniform load should be in 2nd power in the Moment Equation, M(x) Answer in 2 decimal places P (kN) w (kN/m) 1m B D 4m 5.1m 4.2m

A beam has a load of w-13 kN/m and P-16 kN. Calculate the deflection at A Note: If the deflection is downwards, answer in a negative value, otherwise, answer in positive value. (i.e. 562.50/EI t should be answered -562.5) Hint: The term involving the uniform load should be in 2nd power in the Moment Equation, M(x) Answer in 2 decimal places P (kN) w (kN/m) 1m B D 4m 5.1m 4.2m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

I need another solution please.
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. a. Vertical Reaction at C in kN. a=4.5 b. Moment Reaction at C in kN-m. c. Deflection at point B in mm. d. Maximum deflection on the beam in mm b=30.0kN/m c=12KN c kN b kN/m A "a" m “a" m
From the given figure shown: Use only area moment method: (A is pin and B is roller). EI is constant.Calculate:A. Reaction at A. B. Reaction at B C. Deflection at D
For the beam below (EI constant) use the SLOPE DEFLECTION METHOD to answer the following questions. a) How many unconstrained degrees of freedom (DOF) are present in this problem? What are they? b) Calculate the fixed end moments? What is the purpose of a fixed end moments? c) Write the end moment equations in terms of the unconstrained DOF(s). Apply equilibrium to solve for the unconstrained DOF(s). Determine the end moments at A, B and C.
Determine the value of the uniformly distributed loadd "w". What is the numeric value of C1 ( 1st constant)? Dtermine the deflection at midspan.
Find a) the rotation of the point A, b) the displacement of the point G for the beam shown, by using the Mohr method. EI 3 EI L 2L
i need the answer quickly
P+P P+P On the beam given in the figure, calculate the rotation at point A and the maximum deflection in the beam by using one of the elastic curve methods. A EI 2EI EI L (L+6L ) L
Handwritten
For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at B and (b) the deflection of the beam at A. Assume a constant value of EI = 106000 kip·ft2 for the beam; w0 = 3.8 kips/ft, LAB = 6 ft, LBC = 3 ft.
MECHANICS OF DEFORMABLE BODIES
For the bearn and loading shown, use discontinuity functions to compute (a) the slope of the bear at B and (b) the deflection of the bearn at A. Assure a constant value of EI = 115000 kip ft² for the bear; wo = 2.8 kips/ft, LAB = 12 ft. LBC = 6 ft. Wo Answer: (a) 8B = (b) VA = LAB rad in. B LBC C X