A steel cantilever beam is of 1 m long, having a square cross sectionof 4 cm side length. The beam is fixed on one end and subjected to alateral force on the other end. Use three linear elements to find theforce that would cause 2 mm of deflection at loaded end of the beam.Take E= 210 GPa21-1- کرج جاده

Answered: Image /qna-images/answer/88f349fa-c74a-42f0-b66a-d0cb1daa2b3d.jpg

Answered: lateral force on the other end. Use…

lateral force on the other end. Use three linear elements to find the force that would cause 2 mm of deflection at loaded end of the beam. Take E= 210 GPa - کرج جاده

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

El y= answer Problem Find the midspan deflection & for the beam shown in Fig., carrying two triangularly distributed loads. (Hint: For convenience, select the origin of the axes at the midspan position of the elastic curve.) - 9w, LA Smidepan 1920EI answer R₁ R₁ L/2 Figure P-619 Figure P-620 L/2 P
.A beam with length L is FIXED at both ends. It is loaded with a concentrated force P at L/3 trom the first support. (a) Draw the Loading Diagram (b) Determine the deflection at midspan, EI is constant. (c) If the beam is made of steel, what is its elastic modulus? (d) If the beam has a length of 10 meters, cross section of 200x200mm, and force P is 10 kN, what is the deflection at midspan (in millimeters)?
A 10-m long simple beam carries a load that varies uniformly from zero at the left support to 12 kN/m at the midspan. Determine the deflection at the midspan. Use Conjugate Beam Method in your complete solution. O 500/EI O 450/EI 550/Ei 600/Ei
For the beam and loading shown, determine the deflection at the mid point in mm. The equation of elastic wr3 curve are the following: EIy: (3L – 4x), Ely : (L – x) - 24 24 E = 200 GPa, I = 1660 x 10^6 mm^4 Let w = 10KN/m, L = 7m Answer in whole number C В L/2
SHOW SOLUTION AND DRAW THE ILLUSTRATION
w=370 N/m 2.0 m -2.0 m R1 R2 What is the value of C1 in N.m2? Express your answer in 2 decimal places. Compute the value of Ely (N.m3) at midspan for the beam loaded as shown. Assume that downward direction is negative, upward direction is positive. Express your answer in 2 decimal places. What value of I (mm4) is required to limit the midspan deflection to 1/360 of the span if E = 10 GPa? Express your answer in 2 decimal places. Neglect the sign. w/
For the simple beam shown supporting a partial uniform load, determine the deflection at the free end. See figure 06
Determine the deflection at mid-span for the beam shown below if the cross section is 50mm wide by 100mm high. Use E = 15GPa.
3. The cantilever timber beam is loaded as shown. The Use E = 10 GPa. Determine the smallest value of h so that the maximum deflection is not to exceed 10 mm. (Ans: h = 114mm) 1.5 m -1.5 m 120 N/m 50 mm h
Answer the question below. Also provide the elastic curve of the beam
please solve using CONJUGATE BEAM METHOD
A hollow steel [E = 30,000 ksi] tube (1) with an outside diameter of 3.15 in. and a wall thickness of 0.25 in. is fastened to a solid aluminum [E = 10,000 ksi] rod (2) that has a 2.05 -in. diameter and a solid 1.00 -in. diameter aluminum rod (3). The bar is loaded as shown. Determine the deflection of point D with respect to the fixed support A.