Student ID last two digit are 56 so Y=56/100 ASAP!! ANSWER PLEASE Q 2.Calculate the slope and deflection at the free end of the cantilever beam shown infigure using Method of super positionTake. E = 2.05 x 10 N/mm2 and I = Y x 10% mm".If the last two digits of student id 2 50, then take Y = last two digits of id /100.If the last two digits of student id < 50, then take Y = last two digits of id /10;If last two digits of id are zeroes, then take Y= 0.752 kN6 kN/m1.2 kN-mAB3 m2.2 EI

Given, E = 2.05×10⁵N/mm² I = 56×10⁸/100 mm⁴ = 56×10⁶ mm⁴ EI = 1.148×10¹³ Nmm² = 11480 KN m²

Q 2. Calculate the slope and deflection at the free end of the cantilever beam shown in figure using Method of super position Take. E = 2.05 x 10$ N/mm2 and I = Y x 10% mm". %3D If the last two digits of student id 2 50, then take Y = last two digits of id/100. If the last two digits of student id < 50, then take Y = last two digits of id /10; If last two digits of id are zeroes, then take Y= 0.75 2 kN 6 kN/m 1.2 kN-m B. 3 m 2.2 EI

Q 2. Calculate the slope and deflection at the free end of the cantilever beam shown in figure using Method of super position Take. E = 2.05 x 10$ N/mm2 and I = Y x 10% mm". %3D If the last two digits of student id 2 50, then take Y = last two digits of id/100. If the last two digits of student id < 50, then take Y = last two digits of id /10; If last two digits of id are zeroes, then take Y= 0.75 2 kN 6 kN/m 1.2 kN-m B. 3 m 2.2 EI

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

(a) Compute the vertical deflection and slope of the cantilever beam at points B and C in Figure P8.20. Given: EI is constant throughout, L = 12 ft, and E = 4000 kips/in.2 . What is the minimum required value of I if the deflection of point C is not to exceed 0.4 in.?
Calcualate the deflection and slope at A and C of the beam in the figure using area moment method. E = 20.5 x 10^3 MPa and I = 6.75 x 10^8 mm^4. Show the graph of M/EI and tangential deviation.
Determine the slopes at ends A & D and the deflections at points B & C ofthe beam shown in the figure using Moment – Area Method.Where EI = constant; E = 12.5 GPa and I = 1.92 x 10^10 mm^4
The continuous beam shown in the figure is fixed at both ends A and D, and supported by rollers at B and C Assume I = 800 x 106 mm4 and E = 70,000 MPa. W1 (kN/m) = 25 F (kN) = 50 S (mm) = 15 If there is a settlement of S at the support C, solve the following using slope deflection method: 1. Slope at B, in radians
2) use Maccaullay method to determine the slope and deflection at 2 m from point A due to the imposed load as shown in Figure Q2. The beam cross section is T, shape with flange width of 150 mm and flange thickness of 10 mm and web height of 120 mm with thickness 8mm. E = 200 GPa
For the beam loaded as shown, determine the slope at point C, and deflection at points A and D. Assume EI as constant with E = 200,000 MPa and I = 15x107 mm4.
1. For the cantilever beam shown below: wo = 20 kN/m, a = 2.5 m, EI is constant throughout the beam where E = 210 GPa, and I = 1400 x 106 mm4. Using double integration method: a. Derive completely the slope and deflection equations of each segment in the beam. b. Determine the slope and deflection at 2m from the support. c. Determine the slope and deflection at the free end.
W=53 Solve the deflection at the free end of the beam using double integration method, area moment method and three moment method. Round off to 3 decimal places. Please show complete detailed solution.
Calculate the slope and deflection at C using the conjugate beam method, w=25 kN/m, P=19kN, support A is pin and support B is a roller.
Calculate the value of the deflection at point B due to uniformly distributed load w in the form answer in kNm3 to three decimal places. Assume the positive direction of deflection in the positive direction of v axis.
Question 1. Determine the vertical deflection under the load and point D of the beam shown in the figure below using the method of virtual work. (EI is constant) P=7 kN
For the figure below solve for the deflection at midpoint C using virtual work method. E=200GPa and beam is S130x15