A brief, deep cantilever pillar is 500 mm long by 200 mm deep and is 2 mm thick. It carries a vertically descending load of 35 kN at its end. Expecting that the shear push is consistently dispersed over the cross area of the bar. Which of the following gives the uniform shear strain of the beam in radians if the shear modulus or Modulus of Rigidity G=25000 N/mm^2

A brief, deep cantilever pillar is 500 mm long by 200 mm deep and is 2 mm thick. It carries a vertically descending load of 35 kN at its end. Expecting that the shear push is consistently dispersed over the cross area of the bar. Which of the following gives the uniform shear strain of the beam in radians if the shear modulus or Modulus of Rigidity G=25000 N/mm^2

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

calculate the volume between the two cross sections beelow
X = 212 Y = 94 A = 2 ONLY NUMBERS 24 AND 28 PLEASE hurry
Asap please and please use 3 decimal places
Determine the internal moments at B and C and the support reactions due to the loads and support settlements of 8 mm at B and 25 mm at C. Assume the supports at B and C are rollers and A and D are pins. El is constant. 12 kN/m 12 kN/m A B. 4 m 6 m- 4 m FRAMES WITHOUT SIDESWAY Use slope deflection method to determine the reactions for the frame shown. 36 kN/m A 4 m 4 m 4 m Solve Problem 6 due to the given loads and a support settlement of 5 mm at B. Determine the member end moments and reactions for the frames shown by using the slope- deflection method. 7 8. Note: Use the 100 kN · m acting at joint C for Equilibrium Equation at the joint, not on FEM's. 18 kN/m B 100 kN · m 5 m El = constant A E = 200 GPa I = 1,360 (106) mm4 5 m 5 m
Q2: a) A triangular-shaped metal sheet is to be fabricated with a measurement of 75m x 125m x 225m. Do the necessary CALCULATIONS in order to design in centimeters the metal sheet if the design scale is 1:200. INDICATE the calculated measurement on the metal sheet to be fabricated. b) There are TWO general types of dimensions that defines the geometric shape. Kindly create FIVE EXAMPLES EACH on as much objects you desire.
Two similar channel sections from Figure Q3 (a) arranged back-to-back with 10 mm gap as shown in Figure Q3 (b). Calculate the moment of inertia, Iyy and I, of the double channel section given in Figure O3 (b).
USE MDM
Answer should be in 4 decimal places. Please answer asap
112 mm К30 тm -> 30 тm -+30 тm ->-30 mт -> Part a) Determine the moment of inertia of the shaded region around the – axis. mm4
Step 3- How did you calculate I (moment of inertia) Can you detail your divisions and multiplications? Thanks
Solve all MCQ. And explain a little. Thank u
Hello. Please free show body diagram and explain your complete solution. Thank you.